JPH10169393A - Friction bolt and fixing method thereof - Google Patents

Friction bolt and fixing method thereof

Info

Publication number
JPH10169393A
JPH10169393A JP35267896A JP35267896A JPH10169393A JP H10169393 A JPH10169393 A JP H10169393A JP 35267896 A JP35267896 A JP 35267896A JP 35267896 A JP35267896 A JP 35267896A JP H10169393 A JPH10169393 A JP H10169393A
Authority
JP
Japan
Prior art keywords
tubular body
longitudinal direction
friction bolt
hole
male screw
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
JP35267896A
Other languages
Japanese (ja)
Inventor
Kazuo Kagawa
和夫 香川
Eitaro Yoshitomi
英太郎 吉富
Mitsutaka Namita
光敬 波田
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.)
Fujita Corp
Original Assignee
Fujita 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 Fujita Corp filed Critical Fujita Corp
Priority to JP35267896A priority Critical patent/JPH10169393A/en
Publication of JPH10169393A publication Critical patent/JPH10169393A/en
Pending legal-status Critical Current

Links

Abstract

PROBLEM TO BE SOLVED: To easily, rapidly, costlessly, and securely stabilize the ground. SOLUTION: A friction bolt 2 is constituted of a pipe body 4, a male screw member 6 inserted in the inside of the pipe body 4, and a nut 8. A plurality of cuts 16 extending in the longitudinal direction of the pipe body 4 are formed at every peripheral distance of the pipe body and at every longitudinal distance of the pipe body. A plurality of narrow pieces 18 extending in the longitudinal direction of the pipe body are formed between the cuts 16. The pieces are deformed to the radial outward direction of the pipe body by a compressive force. The male screw member 6 is formed to have the outer diameter which can be inserted in the pipe body and a larger length than the pipe body. The front end of the male screw member 6 is welded to the front end of the pipe body. The nut 8 can be fitted on the screw 602 of the male screw member 6 and provided with the outline which can be fitted to contact the end face 402 of the base end of the pipe body 4.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】本発明はトンネル工事や斜面
掘削工事において、地山の崩壊を防いで地山を安定化さ
せる際に用いられるフリクションボルトとその固定方法
に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a friction bolt used for preventing the collapse of ground and stabilizing the ground in tunnel work and slope excavation work, and a method of fixing the friction bolt.

【0002】[0002]

【従来の技術】例えば、トンネル工事においてトンネル
壁面の崩壊を防ぐため、トンネル壁面に多数の孔を穿孔
し、各孔にそれぞれロックボルトやフリクションボルト
を打ち込むことが行なわれている。この種のロックボル
トとして、従来、トンネル壁面に孔を削孔し、この孔に
モルタルを充填してロックボルトを挿入し、モルタルが
硬化することにより、孔壁とロックボルトが付着して地
山と結合され、地山を安定化させる方法が用いられてい
る。また、フリクションボルトとして、スウェレックス
ボルトやスプリットセッターボルト等が用いられてい
る。スウェレックスボルトは、ボルトの内側に水圧を掛
け、半径方向外方に膨張させ、トンネルの壁面に圧接さ
せる方式のものであり、また、スプリットセッターボル
トは、切れ目を有する弾性変形可能な管状のボルトを縮
径させつつ孔に打ち込み、弾性復帰するボルトの表面を
トンネルの壁面に圧接させる方式のものである。
2. Description of the Related Art For example, in order to prevent collapse of a tunnel wall surface in tunnel construction, a large number of holes are drilled in a tunnel wall surface, and a lock bolt or a friction bolt is driven into each hole. Conventionally, as this type of lock bolt, a hole is drilled in the tunnel wall, mortar is filled in the hole, and the lock bolt is inserted. And a method of stabilizing the ground is used. Swellex bolts, split setter bolts, and the like are used as friction bolts. Swellex bolts are of the type in which water pressure is applied to the inside of the bolt, radially outwardly expanded and pressed against the wall of the tunnel, and split setter bolts are elastically deformable tubular bolts with cuts Is pressed into the hole while reducing the diameter, and the surface of the bolt that returns elastically is pressed against the wall surface of the tunnel.

【0003】[0003]

【発明が解決しようとする課題】しかしながら、モルタ
ルを充填させる方式のフリクションボルトでは、モルタ
ルが硬化するまでの養生期間が1〜3日程度必要となる
ため、補強効果が発揮されるまで長時間を要し、また、
湧水箇所ではモルタルが流出して、施工不可となる。ま
た、スウェレックスボルトは高価であり、スプリットセ
ッターボルトでは補強効果が弱く、これらフリクション
ボルトは実際に使用される頻度が少ない。本発明は前記
事情に鑑み案出されたものであって、本発明の目的は、
作業が簡単に迅速になされ、しかも、安価に確実に地山
を安定させることができるフリクションボルトとその固
定方法を提供することにある。
However, in the friction bolt of the type in which the mortar is filled, a curing period until the mortar hardens is required about 1 to 3 days, so that it takes a long time until the reinforcing effect is exhibited. Cost,
Mortar spills out at the spring area, making construction impossible. Swellex bolts are expensive and splitter bolts have a weak reinforcing effect, and these friction bolts are rarely used in practice. The present invention has been devised in view of the above circumstances, the object of the present invention,
An object of the present invention is to provide a friction bolt and a method for fixing the friction bolt, which can easily and quickly perform the operation, stably secure the ground at low cost.

【0004】[0004]

【課題を解決するための手段】前記目的を達成するため
本発明のフリクションボルトの固定方法は、掘削された
孔に挿入される外径で、かつ、前記孔に対応する長さで
形成された管体を設け、前記管体の長手方向に間隔をお
いた複数箇所に、管体の長手方向に圧縮力が作用するこ
とで変形し該管体の半径方向外方に広がる拡径部を設
け、前記管体を前記掘削された孔に挿入し、前記管体
に、その長手方向に圧縮力を作用させて前記拡径部を拡
径させ、孔の壁部に圧接するようにしたことを特徴とす
る。また、本発明は、前記拡径部が、管体の周方向に間
隔をおき管体の長手方向に延在する複数の切れ目の間に
それぞれ形成された細幅で管体の長手方向に延在する複
数の片体で構成されていることを特徴とする。また、本
発明のフリクションボルトは、掘削された孔に挿入され
る外径で、かつ、前記孔に対応する長さで形成され管体
と、前記管体の内部に挿通され、先端が前記管体にその
長手方向に移動不能に連結され、基端が前記管体の基端
よりもその長手方向の外側に突出する雄ねじ部材と、前
記管体の長手方向に間隔をおいた複数箇所に、管体の周
方向に間隔をおき管体の長手方向に延在する複数の切れ
目の間にそれぞれ形成され、管体の長手方向に圧縮力が
作用することで管体の半径方向外方に変形する細幅で管
体の長手方向に延在する複数の片体と、前記雄ねじ部材
が前記管体の基端から突出する箇所に形成された雄ねじ
と、前記雄ねじに螺合可能で前記管体の基端の端面に当
接可能なナット部材とを備えることを特徴とする。ま
た、本発明は、前記雄ねじ部材が管状の部材により形成
されていることを特徴とする。
In order to achieve the above object, a method for fixing a friction bolt according to the present invention has an outer diameter inserted into a drilled hole and a length corresponding to the hole. A pipe body is provided, and at a plurality of locations spaced apart in the longitudinal direction of the pipe body, a diameter-enlarging portion that is deformed by a compressive force acting in the longitudinal direction of the pipe body and expands radially outward of the pipe body is provided. Inserting the tubular body into the excavated hole, applying a compressive force to the tubular body in the longitudinal direction to expand the enlarged diameter portion, and pressing the tubular body against the wall of the hole. Features. Further, in the present invention, the enlarged diameter portion extends in the longitudinal direction of the tubular body with a narrow width formed between a plurality of cuts extending in the longitudinal direction of the tubular body at intervals in the circumferential direction of the tubular body. It is characterized by being constituted by a plurality of existing pieces. Further, the friction bolt of the present invention has an outer diameter to be inserted into an excavated hole, and is formed with a length corresponding to the hole, and is inserted through the inside of the tube, and a tip thereof is the pipe. A male screw member that is immovably connected to the body in the longitudinal direction thereof and whose base end protrudes outward in the longitudinal direction from the base end of the tubular body, and at a plurality of locations spaced apart in the longitudinal direction of the tubular body, Formed between a plurality of cuts extending in the longitudinal direction of the tube at intervals in the circumferential direction of the tube, and deformed radially outward of the tube by applying a compressive force in the longitudinal direction of the tube A plurality of pieces having a narrow width and extending in the longitudinal direction of the tubular body; a male thread formed at a location where the male screw member projects from a base end of the tubular body; and the tubular body capable of being screwed to the male thread. And a nut member that can be brought into contact with the end face of the base end. Further, the present invention is characterized in that the male screw member is formed of a tubular member.

【0005】本発明のフリクションボルトの固定方法に
よれば、管体に圧縮力を作用させると、管体の長手方向
に間隔をおいた複数箇所において拡径部が拡径し、掘削
された孔の孔壁に圧接され、これによりフリクションボ
ルトが孔に定着される。また、本発明のフリクションボ
ルトでは、ナット部材を締め付けていくと、管体の長手
方向に間隔をおいた複数箇所において、それぞれ複数の
片体が管体の半径方向外方に変形し、掘削された孔の孔
壁に圧接され、これによりフリクションボルトが孔に定
着される。
[0005] According to the friction bolt fixing method of the present invention, when a compressive force is applied to the pipe body, the diameter-expanded portions are expanded at a plurality of locations spaced apart in the longitudinal direction of the pipe body, and the excavated hole is formed. And the friction bolt is fixed to the hole. Further, in the friction bolt of the present invention, when the nut member is tightened, a plurality of pieces are deformed radially outward of the pipe at a plurality of locations spaced apart in the longitudinal direction of the pipe, and are excavated. The friction bolt is fixed to the hole by pressing against the hole wall of the hole.

【0006】[0006]

【発明の実施の形態】次に本発明の実施例について説明
する。まず、本発明のフリクションボルトについて説明
し、次に、その使用方法と併せて本発明のフリクション
ボルトの固定方法について説明する。図1(A)はフリ
クションボルトの側面図、(B)は拡径部の拡大側面
図、(C)は拡径部が拡径した状態の側面図、図2
(A)乃至(D)はフリクションボルトの使用方法の説
明図、図3はフリクションボルトを用いた地山安定化作
業の施工時の説明図である。フリクションボルト2は、
管体4と、管体4の内部に挿入される雄ねじ部材6と、
ナット部材8とで構成されている。
Next, an embodiment of the present invention will be described. First, the friction bolt of the present invention will be described, and then the method of fixing the friction bolt of the present invention will be described together with the method of using the same. 1A is a side view of the friction bolt, FIG. 1B is an enlarged side view of the enlarged diameter portion, FIG. 1C is a side view of the enlarged diameter portion in an enlarged state, and FIG.
(A) to (D) are explanatory diagrams of a method of using a friction bolt, and FIG. 3 is an explanatory diagram at the time of construction of a ground stabilization operation using the friction bolt. The friction bolt 2
A tube 4, a male screw member 6 inserted into the tube 4,
And a nut member 8.

【0007】前記管体4は両端が開放された均一径の市
販の管体が用いられ、管体4の外径は、図2(A)、
(B)で示すように、地山12に掘削される孔14に挿
入される外径で、また、管体4の長さは、地山12に掘
削される孔14の深さに対応する長さで形成されてい
る。図1(B)で示すように、前記管体4の長手方向に
間隔をおいた複数箇所には、管体4の周方向に間隔をお
き管体4の長手方向に延在する複数の切れ目16が形成
され、前記各箇所には、これらの切れ目16の間に細幅
で管体4の長手方向に延在する複数の片体18が形成さ
れている。前記複数の片体18は、図1(C)に示すよ
うに、管体4の長手方向に圧縮力が作用することで管体
4の半径方向外方に変形し、管体4よりも外径が広がる
ように構成され、従って、これら複数の片体18により
拡径部20が構成されている。なお、上述の片体18の
変形は塑性変形であってもよく弾性変形であってもよ
い。また、前記管体4としては、上述のように、管体4
の長手方向に圧縮力が作用した際に管体4の半径方向外
方に変形し易いように、ガス管や水道管等に用いられる
軟鋼製のものが用いられている。
[0007] The tube 4 is a commercially available tube having both ends opened and having a uniform diameter. The outer diameter of the tube 4 is as shown in FIG.
As shown in (B), the outer diameter inserted into the hole 14 excavated in the ground 12, and the length of the pipe 4 corresponds to the depth of the hole 14 excavated in the ground 12. It is formed in length. As shown in FIG. 1B, a plurality of cuts extending in the longitudinal direction of the tube 4 are provided at a plurality of locations spaced in the longitudinal direction of the tube 4 at intervals in the circumferential direction of the tube 4. 16 are formed, and a plurality of strips 18 each having a small width and extending in the longitudinal direction of the tube body 4 are formed between the cuts 16 at the respective locations. As shown in FIG. 1 (C), the plurality of pieces 18 are deformed radially outward of the tube 4 by a compressive force acting in the longitudinal direction of the tube 4, and are deformed outside the tube 4. The plurality of pieces 18 constitute an enlarged-diameter portion 20. The deformation of the above-mentioned piece 18 may be plastic deformation or elastic deformation. Further, as described above, the pipe 4
In order to easily deform radially outward of the pipe 4 when a compressive force acts in the longitudinal direction of the pipe, a pipe made of mild steel used for a gas pipe, a water pipe, or the like is used.

【0008】前記雄ねじ部材6は、前記管体4の内径よ
りも僅かに小さく管体4の内部に挿通される外径で管体
4よりも大きい長さで形成されている。前記雄ねじ部材
6としては市販の均一径の管体が用いられている。前記
雄ねじ部材6の先端は、管体4の先端に溶着され、従っ
て、雄ねじ部材6は管体4に対して回転不能かつ軸方向
に移動不能に連結されている。前記雄ねじ部材6が管体
4の端部から突出する基端部分には雄ねじ602が形成
されている。
The male screw member 6 has an outer diameter slightly smaller than the inner diameter of the tube 4 and an outer diameter inserted into the tube 4 and has a length larger than that of the tube 4. As the male screw member 6, a commercially available tube having a uniform diameter is used. The distal end of the male screw member 6 is welded to the distal end of the tube 4, so that the male screw member 6 is connected to the tube 4 so that it cannot rotate and cannot move in the axial direction. A male screw 602 is formed at a base end portion where the male screw member 6 protrudes from an end of the tube 4.

【0009】前記ナット部材8は、前記雄ねじ602に
螺合可能で前記管体4の基端の端面402に当接可能な
輪郭で形成されている。したがって、前記ナット部材8
を回転させると、ナット部材8の端面が管体4の基端の
端面402に当接する。更に、ナット部材8を回転させ
ると雄ねじ部材6に引っ張り力が、管体4にその長手方
向に圧縮力が作用する。そしてこの時、片体18が半径
方向外方に変形し易いように、雄ねじ部材6の外周面は
管体4の内周面に近接する寸法で形成され、また、圧縮
力により片体18が変形できるように、雄ねじ部材6が
その引っ張り力に絶えられる強度で形成されている。
The nut member 8 has a contour that can be screwed into the male screw 602 and can abut on the end face 402 at the base end of the tube 4. Therefore, the nut member 8
Is rotated, the end surface of the nut member 8 comes into contact with the end surface 402 of the base end of the tube 4. Further, when the nut member 8 is rotated, a pulling force acts on the male screw member 6 and a compressive force acts on the tube body 4 in its longitudinal direction. At this time, the outer peripheral surface of the male screw member 6 is formed to have a size close to the inner peripheral surface of the tube body 4 so that the piece 18 is easily deformed radially outward. The male screw member 6 is formed with such strength that it can be deformed so as to be deformed.

【0010】次に、上述のフリクションボルト2を用い
て地山12を安定化させる方法について説明する。ま
ず、図2(A)、図3に示すように、岩盤等の地山12
に所定の長さの孔(ボアホール)14をドリフター24
を用いて削孔する。次に、図2(B)、図3に示すよう
に、作業員が高所作業車26の荷台28に載り、フリク
ションボルト2を孔14に人力により、或は、ドリフタ
ー24を用いて挿入する。次に、図2(C)に示すよう
に、例えば、トルクレンチ等のような工具30を用いて
ナット部材8を締め付けていく。
Next, a method of stabilizing the ground 12 using the above-described friction bolt 2 will be described. First, as shown in FIG. 2A and FIG.
A hole (bore hole) 14 having a predetermined length
Drill using Next, as shown in FIGS. 2B and 3, the worker puts on the loading platform 28 of the aerial work vehicle 26 and inserts the friction bolt 2 into the hole 14 manually or by using the drifter 24. . Next, as shown in FIG. 2C, the nut member 8 is tightened using a tool 30 such as a torque wrench.

【0011】ナット部材8の締め付けにより、図1
(C)、図2(D)に示すように、各拡径部20におい
て片体18が外方に凸状に湾曲変形し、管体4よりも大
きな外径になる。そして、各片体18は、孔14の孔壁
に当たり、孔壁の凹凸に対応した形状に変形し、各片体
18は孔壁に密着され、これにより管体4の孔14への
定着が終了する。次に、トルクレンチ等のような工具3
0を取り外し、雄ねじ部材6の基端に座金32を装着
し、ナット34を締め付けることで座金32を地山12
の壁面に押し当て、作業を終了する。
By tightening the nut member 8, FIG.
(C), as shown in FIG. 2 (D), the piece 18 is curved and deformed outward in each enlarged diameter portion 20 to have an outer diameter larger than that of the tube 4. Each piece 18 hits the hole wall of the hole 14 and is deformed into a shape corresponding to the unevenness of the hole wall, and each piece 18 is adhered to the hole wall, thereby fixing the tube 4 to the hole 14. finish. Next, a tool 3 such as a torque wrench
0 is removed, the washer 32 is attached to the base end of the male screw member 6, and the nut 34 is tightened to remove the washer 32 from the ground 12
And finish the work.

【0012】このように本実施例によれば、フリクショ
ンボルト2は地山12に定着され、片体18の変形によ
り、孔14の孔壁には地山12側への押付け力が作用す
る。この押付け力により、地山12の動きを拘束する効
果が確実にもたらされ、地山12を安定した状態に補強
できる。また、作業性についても挿入が非常に簡単であ
り、また、ナット部材8を締め付ける簡単な作業によ
り、短時間のうちにフリクションボルト2を地山12に
定着でき、作業の効率を格段と高めることが可能とな
る。また、管体4や雄ねじ部材6として、市販されてい
る安価な鋼管を使っており、フリクションボルト1本あ
たりについての単価が非常に安価となり、更に、湧水箇
所であっても施工可能である。
As described above, according to this embodiment, the friction bolt 2 is fixed to the ground 12, and the pressing force against the ground 12 is applied to the hole wall of the hole 14 by the deformation of the piece 18. By this pressing force, the effect of restraining the movement of the ground 12 is reliably provided, and the ground 12 can be reinforced in a stable state. In addition, the workability is very easy to insert, and the simple operation of tightening the nut member 8 allows the friction bolt 2 to be fixed to the ground 12 in a short time, so that the efficiency of the work is significantly improved. Becomes possible. In addition, a commercially available inexpensive steel pipe is used as the pipe body 4 and the male screw member 6, the unit price per friction bolt becomes very low, and furthermore, construction is possible even at a spring location. .

【0013】なお、実施例では拡径部20を複数の片体
18で構成した場合について説明したが、肉厚を他の管
体4部分よりも薄肉に形成して拡径部20を構成する
等、拡径部20の構成は任意である。
In the embodiment, the case where the enlarged diameter portion 20 is constituted by a plurality of pieces 18 has been described. However, the enlarged diameter portion 20 is constituted by forming the wall thickness to be thinner than the other tube 4 portions. The configuration of the enlarged diameter portion 20 is arbitrary.

【0014】[0014]

【発明の効果】以上の説明で明らかなように本発明のフ
リクションボルトの固定方法は、掘削された孔に挿入さ
れる外径で、かつ、前記孔に対応する長さで形成された
管体を設け、前記管体の長手方向に間隔をおいた複数箇
所に、管体の長手方向に圧縮力が作用することで変形し
該管体の半径方向外方に広がる拡径部を設け、前記管体
を前記掘削された孔に挿入し、前記管体に、その長手方
向に圧縮力を作用させて前記拡径部を拡径させ、孔の壁
部に圧接するようにした。また、本発明のフリクション
ボルトは、掘削された孔に挿入される外径で、かつ、前
記孔に対応する長さで形成され管体と、前記管体の内部
に挿通され、先端が前記管体にその長手方向に移動不能
に連結され、基端が前記管体の基端よりもその長手方向
の外側に突出する雄ねじ部材と、管体の周方向に間隔を
おき管体の長手方向に延在する複数の切れ目の間にそれ
ぞれ形成され、管体の長手方向に圧縮力が作用すること
で管体の半径方向外方に変形する細幅で管体の長手方向
に延在する複数の片体と、前記雄ねじ部材が前記管体の
基端から突出する箇所に形成された雄ねじと、前記雄ね
じに螺合可能で前記管体の基端の端面に当接可能なナッ
ト部材とを備える構成とした。そのため、作業が簡単に
迅速になされ、しかも、安価に確実に地山を安定させる
ことが可能となる。
As is clear from the above description, the friction bolt fixing method according to the present invention provides a pipe body having an outer diameter to be inserted into a drilled hole and a length corresponding to the hole. Provided at a plurality of locations spaced apart in the longitudinal direction of the tubular body, provided with a diameter-enlarging portion that is deformed by a compressive force acting in the longitudinal direction of the tubular body and expands radially outward of the tubular body, A tube was inserted into the excavated hole, and a compressive force was applied to the tube in a longitudinal direction of the tube to expand the enlarged-diameter portion so that the tube was pressed against the wall of the hole. Further, the friction bolt of the present invention has an outer diameter to be inserted into an excavated hole, and is formed with a length corresponding to the hole, and is inserted through the inside of the tube, and a tip thereof is the pipe. A male screw member that is immovably connected to the body in the longitudinal direction thereof and whose base end protrudes outward in the longitudinal direction from the base end of the tubular body, and that is spaced in the circumferential direction of the tubular body and extends in the longitudinal direction of the tubular body. A plurality of narrow width extending in the longitudinal direction of the tubular body are formed between the plurality of extending cuts, and are deformed outward in the radial direction of the tubular body when a compressive force acts in the longitudinal direction of the tubular body. A piece, a male screw formed at a position where the male screw member protrudes from the base end of the tube, and a nut member that can be screwed to the male screw and abut on an end face of the base end of the tube. The configuration was adopted. Therefore, the work can be easily and quickly performed, and the ground can be reliably stabilized at low cost.

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

【図1】(A)はフリクションボルトの側面図、(B)
は拡径部の拡大側面図、(C)は拡径部が拡径した状態
の側面図である。
FIG. 1A is a side view of a friction bolt, and FIG.
FIG. 3 is an enlarged side view of the enlarged diameter portion, and FIG. 2C is a side view of a state where the enlarged diameter portion is enlarged.

【図2】(A)乃至(D)はフリクションボルトの使用
方法の説明図である。
FIGS. 2A to 2D are explanatory diagrams of a method of using a friction bolt.

【図3】フリクションボルトを用いた地山安定化作業の
施工時の説明図である。
FIG. 3 is an explanatory view at the time of construction of a ground stabilization operation using a friction bolt.

【符号の説明】[Explanation of symbols]

2 フリクションボルト 4 管体 6 雄ねじ部材 8 ナット部材 12 地山 14 孔 16 切れ目 18 片体 20 拡径部 Reference Signs List 2 friction bolt 4 tube 6 male screw member 8 nut member 12 ground 14 hole 16 cut 18 piece 20 enlarged diameter portion

Claims (4)

【特許請求の範囲】[Claims] 【請求項1】 地山に掘削された孔に挿入され地山と一
体化されるフリクションボルトの固定方法であって、 前記掘削された孔に挿入される外径で、かつ、前記孔に
対応する長さで形成された管体を設け、 前記管体の長手方向に間隔をおいた複数箇所に、管体の
長手方向に圧縮力が作用することで変形し該管体の半径
方向外方に広がる拡径部を設け、 前記管体を前記掘削された孔に挿入し、 前記管体に、その長手方向に圧縮力を作用させて前記拡
径部を拡径させ、孔の壁部に圧接するようにした、 ことを特徴とするフリクションボルトの固定方法。
1. A method of fixing a friction bolt inserted into a hole excavated in a ground and integrated with the ground, the outer diameter being inserted into the excavated hole and corresponding to the hole. A tubular body having a length that is set to a predetermined length is formed. The pipe body is inserted into the excavated hole, and a compressive force is applied to the pipe body in a longitudinal direction of the pipe body to expand the diameter-enlarged portion. A method for fixing a friction bolt, wherein the friction bolt is pressed.
【請求項2】 前記拡径部は、管体の周方向に間隔をお
き管体の長手方向に延在する複数の切れ目の間にそれぞ
れ形成された細幅で管体の長手方向に延在する複数の片
体で構成されている請求項1記載のフリクションボルト
の固定方法。
2. The enlarged diameter portion extends in the longitudinal direction of the tubular body with a narrow width formed between a plurality of cuts extending in the longitudinal direction of the tubular body at intervals in the circumferential direction of the tubular body. The method for fixing a friction bolt according to claim 1, wherein the friction bolt is constituted by a plurality of pieces.
【請求項3】 地山に掘削された孔に挿入されて地山と
一体化されるフリクションボルトであって、 前記掘削された孔に挿入される外径で、かつ、前記孔に
対応する長さで形成され管体と、 前記管体の内部に挿通され、先端が前記管体にその長手
方向に移動不能に連結され、基端が前記管体の基端より
もその長手方向の外側に突出する雄ねじ部材と、 前記管体の長手方向に間隔をおいた複数箇所に、管体の
周方向に間隔をおき管体の長手方向に延在する複数の切
れ目の間にそれぞれ形成され、管体の長手方向に圧縮力
が作用することで管体の半径方向外方に変形する細幅で
管体の長手方向に延在する複数の片体と、 前記雄ねじ部材が前記管体の基端から突出する箇所に形
成された雄ねじと、 前記雄ねじに螺合可能で前記管体の基端の端面に当接可
能なナット部材と、 を備えることを特徴とするフリクションボルト。
3. A friction bolt inserted into a hole excavated in the ground and integrated with the ground, wherein the friction bolt has an outer diameter inserted into the excavated hole and a length corresponding to the hole. A tubular body is formed, and is inserted into the inside of the tubular body, a distal end is immovably connected to the tubular body in a longitudinal direction thereof, and a proximal end is located outside the proximal end of the tubular body in the longitudinal direction. A male screw member protruding, formed at a plurality of locations spaced in the longitudinal direction of the tubular body, between a plurality of cuts extending in the longitudinal direction of the tubular body at intervals in the circumferential direction of the tubular body, A plurality of strips extending in the longitudinal direction of the tubular body with a narrow width deformed radially outward of the tubular body by a compressive force acting in the longitudinal direction of the body, and the male screw member being a proximal end of the tubular body A male screw formed at a position protruding from the male screw; Friction bolt, characterized in that it comprises a contact capable nut member.
【請求項4】 前記雄ねじ部材は管状の部材により形成
されている請求項3記載のフリクションボルト。
4. The friction bolt according to claim 3, wherein said male screw member is formed of a tubular member.
JP35267896A 1996-12-13 1996-12-13 Friction bolt and fixing method thereof Pending JPH10169393A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP35267896A JPH10169393A (en) 1996-12-13 1996-12-13 Friction bolt and fixing method thereof

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP35267896A JPH10169393A (en) 1996-12-13 1996-12-13 Friction bolt and fixing method thereof

Publications (1)

Publication Number Publication Date
JPH10169393A true JPH10169393A (en) 1998-06-23

Family

ID=18425699

Family Applications (1)

Application Number Title Priority Date Filing Date
JP35267896A Pending JPH10169393A (en) 1996-12-13 1996-12-13 Friction bolt and fixing method thereof

Country Status (1)

Country Link
JP (1) JPH10169393A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2016121441A (en) * 2014-12-24 2016-07-07 東海プラネット株式会社 Reinforcing steel pipe and auxiliary method for excavation using the same

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2016121441A (en) * 2014-12-24 2016-07-07 東海プラネット株式会社 Reinforcing steel pipe and auxiliary method for excavation using the same

Similar Documents

Publication Publication Date Title
EP0540601B1 (en) Rock bolt system and method of rock bolting
US4954017A (en) Expansion bolt and mine roof reinforcement
US20070269274A1 (en) Rock Bolt
US6450745B2 (en) Dowel with a weakened section adjoining the leading threaded end thereof
US5387060A (en) Tubular mining bolt
EP1397580B1 (en) Rock bolt and method of use
GB2441018A (en) Rock bolt and method of use
WO1997049929A1 (en) Self drilling masonry anchor
US5689923A (en) Device for securing steel reinforcing or prestressing members in an anchorage
US20040091323A1 (en) Frictional mining bolt
US6305479B1 (en) Wall tie reinforcement and method
JPH10169393A (en) Friction bolt and fixing method thereof
GB2109433A (en) Attachment assembly
JP2006336387A (en) Anchor device
JP6486793B2 (en) Rock bolt and its construction method
WO2005047652A1 (en) Self-drilling rock bolt
SE9901414L (en) Device and method for reinforcing and sealing rock wall including an expander for anchoring
JP3284026B2 (en) Lock bolt fall prevention bracket
GB2087944A (en) Cavity wall tie
JP2517918Y2 (en) Rock bolt for civil engineering
US5123791A (en) Rock anchor
JPH10140998A (en) Method of stabilizing ground
JP2000230398A (en) Fixing method for rock bolt, and friction rock bolt
KR0135358Y1 (en) Packer for repairing concrete construction and device for clamping the packer
JP3001797B2 (en) Cone for rock bolt