JPS6257800B2 - - Google Patents

Info

Publication number
JPS6257800B2
JPS6257800B2 JP55091872A JP9187280A JPS6257800B2 JP S6257800 B2 JPS6257800 B2 JP S6257800B2 JP 55091872 A JP55091872 A JP 55091872A JP 9187280 A JP9187280 A JP 9187280A JP S6257800 B2 JPS6257800 B2 JP S6257800B2
Authority
JP
Japan
Prior art keywords
hole
shaft
tube
closed space
opening
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
Application number
JP55091872A
Other languages
Japanese (ja)
Other versions
JPS5719495A (en
Inventor
Tomio Kikawa
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.)
Kubota Corp
Original Assignee
Kubota 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 Kubota Corp filed Critical Kubota Corp
Priority to JP9187280A priority Critical patent/JPS5719495A/en
Priority to AT0591280A priority patent/AT369507B/en
Priority to FR8025704A priority patent/FR2472075A1/en
Priority to DE19803045632 priority patent/DE3045632A1/en
Publication of JPS5719495A publication Critical patent/JPS5719495A/en
Publication of JPS6257800B2 publication Critical patent/JPS6257800B2/ja
Granted legal-status Critical Current

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  • Rock Bolts (AREA)

Description

【発明の詳細な説明】 本発明はロツクボルトに関する。[Detailed description of the invention] The present invention relates to lock bolts.

本出願人は先に、トンネル内周の地盤にあけた
穴の内部にロツクボルトを定着する場合に、穴の
中にロツクボルトを挿入し、該ロツクボルトを地
盤に固定すると共に前記穴の入口を閉塞し、前記
穴の内部に直接、モルタルあるいはセメントペー
スト等の充填材を充填する方法を提案した。
When the applicant first fixes a lock bolt inside a hole drilled in the ground on the inner periphery of a tunnel, the applicant inserts the lock bolt into the hole, fixes the lock bolt to the ground, and closes the entrance of the hole. proposed a method of directly filling the inside of the hole with a filler such as mortar or cement paste.

ところがこのような方法では、穴の内壁面に開
口する地割れが存在する場合、充填材が地割れを
通じて流出してしまい、穴の内部に充填されない
という問題があつた。また、穴の内部に湧水が流
入した場合、湧水により充填材が穴の入口から外
部に押し出されてしまつたり湧水により充填材が
うすめられてしまうという問題もあつた。
However, with this method, if there is a crack in the ground that opens on the inner wall surface of the hole, there is a problem that the filler flows out through the crack and is not filled into the hole. Further, when spring water flows into the hole, there is a problem that the filling material is pushed out from the entrance of the hole by the spring water or the filling material is diluted by the spring water.

本発明は上記の点に鑑み、穴の内壁面に開口す
る地割れが存在していたり、穴の内部に湧水が流
入した場合にも、確実に穴の内部に定着できるロ
ツクボルトを提供するものであり、以下その一実
施例を図面に基づいて説明する。
In view of the above-mentioned points, the present invention provides a lock bolt that can be securely fixed inside the hole even if there is a crack in the ground opening on the inner wall surface of the hole or when spring water flows into the inside of the hole. An example of this will be described below with reference to the drawings.

第1図において、1はトンネル内周の地盤2に
斜め上向きにあけられた穴3の内部に挿入された
鋼棒等から成る軸体であり、該軸体1には、布あ
るいは膜状の合成樹脂等より成る有底筒状体をそ
の開口部側からかぶし、軸体1の一端部側の所定
長さを除く軸体1のほぼ全長にわたつて前記有底
筒状体が外嵌している。この有底筒状体は、前記
軸体1に、その開口部近傍位置及び該開口部近傍
位置から所定長さ隔てた位置で、接着剤あるいは
粘着テープ等により固着されて、袋体4に形成さ
れており、これにより、前記軸体1の一端部の周
囲に第1の閉空間5を形成していると共に、前記
軸体1の前記第1の閉空間5内に位置する部分よ
りも他端側全部の周囲に第2の閉空間6を形成し
ている。これら第1および第2の閉空間5,6に
はモルタルあるいはセメントペースト等の充填材
7が充填されており、前記袋体4は前記軸体1外
周面への固着部分を除いて穴3の内壁面に密着し
ている。前記軸体1の外周面には、軸体1一端か
ら他端に向かつて延び前記第1の閉空間5内で開
口する第1のチユーブ8と、一端が前記第1の閉
空間5内で開口しかつ他端が前記第2の閉空間6
内の軸体1一端側端部近傍で開口する第2のチユ
ーブ9と、軸体1一端から軸体1他端近傍まで延
びて前記第2の閉空間6内で開口する第3のチユ
ーブ10とが軸心方向に沿つて接着剤あるいはバ
ンド等で固着されている。これらチユーブ8,
9,10は合成樹脂管等から成り、前記袋体4は
これらチユーブ8,9,10を覆つている。
In Fig. 1, reference numeral 1 denotes a shaft made of a steel rod or the like inserted into a hole 3 made diagonally upward in the ground 2 on the inner circumference of the tunnel. A bottomed cylindrical body made of synthetic resin or the like is covered from its opening side, and the bottomed cylindrical body is fitted over almost the entire length of the shaft 1 except for a predetermined length on one end side of the shaft 1. are doing. This bottomed cylindrical body is fixed to the shaft body 1 with adhesive or adhesive tape at a position near the opening thereof and at a position separated by a predetermined length from the position near the opening, thereby forming the bag body 4. As a result, a first closed space 5 is formed around one end of the shaft 1, and a portion other than the portion of the shaft 1 located within the first closed space 5 is formed. A second closed space 6 is formed around the entire end side. These first and second closed spaces 5 and 6 are filled with a filler 7 such as mortar or cement paste, and the bag body 4 covers the hole 3 except for the portion fixed to the outer peripheral surface of the shaft body 1. Closely attached to the inner wall surface. On the outer peripheral surface of the shaft 1, there is a first tube 8 extending from one end of the shaft 1 to the other end and opening inside the first closed space 5, and a first tube 8 having one end inside the first closed space 5. It is open and the other end is the second closed space 6
a second tube 9 that opens near one end of the inner shaft 1; and a third tube 10 that extends from one end of the shaft 1 to near the other end of the shaft 1 and opens in the second closed space 6. and are fixed along the axial direction with adhesive or a band. These tubes 8,
9 and 10 are made of synthetic resin tubes, etc., and the bag body 4 covers these tubes 8, 9, and 10.

上記構成のロツクボルトを地盤2に斜め上向き
にあけた穴3の内部に定着するに際しては、まず
穴3内にロツクボルトを軸体1他端側から、袋体
4の軸体1一端側の端部が穴3の開口部に達する
まで挿入する。このとき、第1および第2の閉空
間5,6には充填材7が充填されていないので、
ロツクボルトを容易に穴3の内部に挿入できる。
次にこの状態で第1のチユーブ8の軸体1一端側
より充填材7を注入すると、充填材7は第1のチ
ユーブ8の開口より第1の閉空間5に充填されて
行き、この充填材7によつて袋体4の第1の閉空
間5を形成する部分は穴3の内壁面に押し付けら
れる。このとき、充填材7は流動体であるので、
穴3の入口付近の内壁面に凹凸があつても、袋体
4の第1の閉空間5を形成する部分は穴3の内壁
面に確実に押し付けられる。かくして第1の閉空
間5への充填材7の充填後は、ロツクボルトは穴
3の内部に固定される。この後、第1のチユーブ
8の軸体1一端側より充填材7をさらに注入する
と、充填材7は第2のチユーブ9を通つて第2の
閉空間6に充填されて行く。充填された充填材7
によつて軸体1他端側へ押しやられた第2の閉空
間6内の空気は、第3のチユーブ10を通つて穴
3の外部に脱気される。この場合、袋体4が通気
性のある布からなるときは、袋体4と穴3内周壁
との間にある空気は袋体4を通つて袋体4内に入
り、第3のチユーブ10を通つて穴3の外部に脱
気される。袋体4が通気性のない合成樹脂膜から
なるときは、袋体4に小孔をあけて通気孔とし、
あるいは第1と第2の閉空間5と6の間の位置で
チユーブ10に穴3内に連通する小孔をあけて通
気孔とすればよい。袋体4の小孔は第3のチユー
ブ10の開口近傍に設けるのが良い。充填材7が
第2の閉空間6に完全に充填されると、充填材7
は第3のチユーブ10を通つて穴3の外に流出
し、充填の完了が確認される。充填材7は流動体
であるので、穴3の内壁面に凹凸があつても、袋
体4の第2の閉空間6を形成する部分は、穴3の
内壁面に確実に押し付けられる。また、充填材7
は袋体4の内部に充填されているので、穴3の内
壁面に開口する地割れ(図示せず)が存在してい
ても、充填材7が地割れを通じて流出してしまう
恐れがなく、また穴3の内部に湧水が流入して
も、充填材7が穴3の入口から押し出されたり湧
水により充填材がうすめられてしまう恐れがな
い。この後、第1および第2の閉空間5,6内に
充填された充填材7が固化することにより、ロツ
クボルトは穴3の内部に定着される。
When fixing the lock bolt having the above structure into the hole 3 that is diagonally upwardly drilled in the ground 2, first insert the lock bolt into the hole 3 from the other end of the shaft 1, and insert the lock bolt into the hole 3 from the other end of the shaft 1 to the end of the bag 4 on the one end side of the shaft 1. Insert until it reaches the opening of hole 3. At this time, since the first and second closed spaces 5 and 6 are not filled with the filler 7,
The lock bolt can be easily inserted into the hole 3.
Next, in this state, when the filler 7 is injected from one end side of the shaft body 1 of the first tube 8, the filler 7 is filled into the first closed space 5 through the opening of the first tube 8, and this filling The portion of the bag 4 forming the first closed space 5 is pressed against the inner wall surface of the hole 3 by the material 7 . At this time, since the filler 7 is a fluid,
Even if the inner wall surface near the entrance of the hole 3 is uneven, the portion of the bag 4 forming the first closed space 5 is reliably pressed against the inner wall surface of the hole 3. Thus, after filling the first closed space 5 with the filler 7, the lock bolt is fixed inside the hole 3. Thereafter, when the filler 7 is further injected from one end of the shaft body 1 of the first tube 8, the filler 7 passes through the second tube 9 and is filled into the second closed space 6. Filled filler 7
The air in the second closed space 6, which is pushed toward the other end of the shaft body 1, is evacuated to the outside of the hole 3 through the third tube 10. In this case, when the bag body 4 is made of breathable cloth, the air between the bag body 4 and the inner circumferential wall of the hole 3 passes through the bag body 4 and enters the bag body 4, and the third tube 10 The air is evacuated to the outside of the hole 3 through. When the bag body 4 is made of a non-breathable synthetic resin membrane, a small hole is made in the bag body 4 to serve as a ventilation hole,
Alternatively, a small hole communicating with the hole 3 may be formed in the tube 10 at a position between the first and second closed spaces 5 and 6 to serve as a ventilation hole. The small hole in the bag body 4 is preferably provided near the opening of the third tube 10. When the second closed space 6 is completely filled with the filling material 7, the filling material 7
flows out of the hole 3 through the third tube 10, confirming completion of filling. Since the filler 7 is a fluid, even if the inner wall surface of the hole 3 is uneven, the portion of the bag 4 forming the second closed space 6 is reliably pressed against the inner wall surface of the hole 3. In addition, filler 7
is filled inside the bag body 4, so even if there is a ground crack (not shown) opening on the inner wall surface of the hole 3, there is no fear that the filling material 7 will flow out through the ground crack, and there is no possibility that the filling material 7 will flow out through the ground crack. Even if spring water flows into the hole 3, there is no fear that the filling material 7 will be pushed out from the entrance of the hole 3 or that the filling material will be diluted by the spring water. Thereafter, the filler 7 filled in the first and second closed spaces 5 and 6 solidifies, thereby fixing the lock bolt inside the hole 3.

このように、袋体4の内部に充填材7を充填す
るので、穴3の内壁面に開口する地割れが存在し
ていても、また穴3の内部に湧水が流入しても、
充填材7が穴3の外部に流出したり湧水により充
填材がうすめられたりする恐れがなく、したがつ
てロツクボルトは穴3の内部に確実に定着され
る。また第1の閉空間5に充填材7を充填するこ
とによりロツクボルトを穴3の内部に固定するの
で、従来のように軸体1に筒状の弾性体を外嵌さ
せ、この弾性体を穴3の内部に強引に挿入してロ
ツクボルトを固定するものと比較して、構成が簡
単で安価に製作できると共に、ロツクボルトの穴
3への挿入が容易である。
In this way, since the inside of the bag body 4 is filled with the filler material 7, even if there is a crack in the ground opening on the inner wall surface of the hole 3, or even if spring water flows into the inside of the hole 3,
There is no fear that the filling material 7 will flow out of the hole 3 or that the filling material will be diluted by spring water, and therefore the lock bolt is securely fixed inside the hole 3. In addition, since the lock bolt is fixed inside the hole 3 by filling the first closed space 5 with the filler 7, a cylindrical elastic body is fitted around the shaft body 1 as in the conventional case, and this elastic body is inserted into the hole. Compared to a method in which the lock bolt is fixed by forcefully inserting it into the hole 3, the structure is simpler and can be produced at a lower cost, and the lock bolt can be easily inserted into the hole 3.

なお穴3が地盤2に垂直上向きにあけられてい
る場合にも、上記と同様の作業手順でロツクボル
トを穴3の内部に定着できる。
Note that even if the hole 3 is drilled vertically upward in the ground 2, the lock bolt can be fixed inside the hole 3 using the same procedure as described above.

また第1のチユーブ8および第2のチユーブ9
を設ける代わりに、第3図に示すように、軸体1
一端から他端に向かつて延び第2の閉空間6内の
軸体1一端側端部近傍で開口するチユーブ11を
軸体1の外周面に軸心方向に沿つて固着し、この
チユーブ11の第1の閉空間5内に位置する部分
に切欠部12を形成してもよい。
Also, the first tube 8 and the second tube 9
Instead of providing the shaft body 1 as shown in FIG.
A tube 11 that extends from one end to the other end and opens near one end of the shaft 1 in the second closed space 6 is fixed to the outer peripheral surface of the shaft 1 along the axial direction. The notch 12 may be formed in a portion located within the first closed space 5.

第3図は別の実施例を示しており、このように
穴3が地盤2に斜め下向きにあけられている場
合、あるいは垂直下向きもしくは水平にあけられ
ている場合には、軸体1一端から他端に向かつて
延び第1の閉空間5内で開口する第1のチユーブ
13と、一端が第1の閉空間5内で開口しかつ他
端が第2の閉空間6内の軸体1他端近傍で開口す
る第2のチユーブ14と、軸体1一端から他端に
向かつて延び第2の閉空間6内の軸体1一端側端
部近傍で開口する第3のチユーブ15とを軸体1
の外周面に軸心方向に沿つて固着したロツクボル
トを用いる。第2のチユーブ14の他端は軸体1
他端近傍でなくても、第2の閉空間6内であれ
ば、第2のチユーブ14を短かくし任意の箇所で
開口するようにしてもよい。ロツクボルトの定着
作業は上記第1の実施例と全く同様であり、第1
および第2のチユーブ13,14を通して充填材
7を充填し、第3のチユーブ15を通して袋体4
内の空気を脱気する。袋体4と穴3内壁面との間
にある空気は第1の実施例と同様に袋体4を通つ
て、若しくはチユーブ15に第1と第2の閉空間
5と6の間に位置してあけられた小孔を通して脱
気される。この場合も上記第1の実施例の場合と
同様の効果が得られる。
FIG. 3 shows another embodiment, in which the hole 3 is drilled diagonally downward in the ground 2, vertically downward or horizontally, from one end of the shaft 1. A first tube 13 extending toward the other end and opening in the first closed space 5; and a shaft body 1 having one end opening in the first closed space 5 and the other end opening in the second closed space 6. A second tube 14 that opens near the other end, and a third tube 15 that extends from one end of the shaft 1 toward the other end and opens near the end of the shaft 1 in the second closed space 6. Shaft body 1
A lock bolt is used that is fixed along the axial direction on the outer peripheral surface of the The other end of the second tube 14 is the shaft body 1
The second tube 14 may be shortened and opened at any location within the second closed space 6, even if not near the other end. The fixing work of the lock bolt is exactly the same as in the first embodiment, and
Filling material 7 is filled through the second tubes 13 and 14, and the bag body 4 is filled through the third tube 15.
Evacuate the air inside. The air between the bag body 4 and the inner wall surface of the hole 3 passes through the bag body 4 or into the tube 15 between the first and second closed spaces 5 and 6 as in the first embodiment. The gas is degassed through a small hole drilled in the air. In this case as well, the same effects as in the first embodiment can be obtained.

なお上記実施例においては、1個の袋体4によ
り第1の閉空間5と第2の閉空間6とを形成した
例について説明したが、第1の閉空間5と第2の
閉空間6とを別々の袋体により形成してもよい。
In the above embodiment, an example was described in which the first closed space 5 and the second closed space 6 were formed by one bag body 4, but the first closed space 5 and the second closed space 6 and may be formed by separate bags.

以上説明したように、本発明にかかるロツクボ
ルトによれば、第1および第2の閉空間の内部に
充填材を充填するので、穴の内壁面に開口する地
割れが存在していても、また穴の内部に湧水が流
入しても、充填材が穴の外部に流出したり湧水に
より充填材がうすめられたりする恐れがなく、し
たがつて穴の内部に確実に定着し得る。また第1
の閉空間に充填材を充填することにより穴の内部
に固定するので、弾性体を用いた従来のものと比
較して、構成が簡単で安価に製作し得ると共に、
穴への挿入を極めて容易に行ない得る。
As explained above, according to the lock bolt according to the present invention, since the first and second closed spaces are filled with the filler, even if there is a crack in the ground that opens on the inner wall surface of the hole, Even if spring water flows into the inside of the hole, there is no fear that the filling material will flow out of the hole or be diluted by the spring water, and therefore it can be reliably fixed inside the hole. Also the first
Since it is fixed inside the hole by filling the closed space of the hole with a filler, the structure is simple and can be manufactured at low cost compared to conventional ones using elastic bodies.
It can be inserted into the hole very easily.

【図面の簡単な説明】[Brief explanation of the drawing]

図面は本発明の実施例を示し、第1図はロツク
ボルトを穴の内部に定着した状態の縦断面図、第
2図はチユーブの変形例を示す要部拡大縦断面
図、第3図は別の実施例におけるロツクボルトを
穴の内部に定着した状態の縦断面図である。 1…軸体、4…袋体、5…第1の閉空間、6…
第2の閉空間、8〜11,13〜15…チユー
ブ。
The drawings show an embodiment of the present invention; FIG. 1 is a vertical sectional view of the lock bolt fixed inside the hole, FIG. 2 is an enlarged vertical sectional view of the main part showing a modified example of the tube, and FIG. FIG. 3 is a longitudinal cross-sectional view of the lock bolt fixed inside the hole in the embodiment. DESCRIPTION OF SYMBOLS 1... Shaft body, 4... Bag body, 5... First closed space, 6...
Second closed space, 8-11, 13-15...tube.

Claims (1)

【特許請求の範囲】[Claims] 1 軸体の一端部側の所定長さを除く軸体のほぼ
全長にわたり外嵌した有底筒状体を、その開口部
近傍位置及び該開口部近傍位置から所定長さ隔て
た位置で軸体に固着して、軸体一端部の周囲に第
1の密閉空間を形成しかつ軸体の前記第1の密閉
空間内に位置する部分よりも他端側全部の周囲に
第2の密閉空間を形成し、軸体一端から他端に向
かつて延び前記第1の密閉空間内で開口するチユ
ーブと、一端が前記第1の密閉空間内で開口しか
つ他端が前記第2の密閉空間内で開口するチユー
ブと、軸体一端から他端に向かつて延び前記第2
の密閉空間内で開口するチユーブとを軸体に沿つ
て設けたことを特徴とするロツクボルト。
1. A bottomed cylindrical body fitted over almost the entire length of the shaft body except for a predetermined length on one end side of the shaft body is attached to the shaft body at a position near the opening thereof and at a position separated from the position near the opening by a predetermined length. to form a first sealed space around one end of the shaft, and a second sealed space around the entire other end of the shaft located in the first sealed space. a tube extending from one end of the shaft body to the other end and opening in the first sealed space; one end opening in the first sealed space and the other end opening in the second sealed space; an open tube, and a second tube extending from one end of the shaft body toward the other end.
A lock bolt characterized in that a tube that opens in a closed space is provided along a shaft body.
JP9187280A 1979-12-18 1980-07-05 Lockbolt Granted JPS5719495A (en)

Priority Applications (4)

Application Number Priority Date Filing Date Title
JP9187280A JPS5719495A (en) 1980-07-05 1980-07-05 Lockbolt
AT0591280A AT369507B (en) 1979-12-18 1980-12-03 ROCK ANCHOR
FR8025704A FR2472075A1 (en) 1979-12-18 1980-12-03 Tunnel anchor bolt for rock - bolt is surrounded by cylindrical cover with tubes to introduce tamping material
DE19803045632 DE3045632A1 (en) 1979-12-18 1980-12-03 BOLT

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP9187280A JPS5719495A (en) 1980-07-05 1980-07-05 Lockbolt

Publications (2)

Publication Number Publication Date
JPS5719495A JPS5719495A (en) 1982-02-01
JPS6257800B2 true JPS6257800B2 (en) 1987-12-02

Family

ID=14038644

Family Applications (1)

Application Number Title Priority Date Filing Date
JP9187280A Granted JPS5719495A (en) 1979-12-18 1980-07-05 Lockbolt

Country Status (1)

Country Link
JP (1) JPS5719495A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2009191582A (en) * 2008-02-18 2009-08-27 Ohbayashi Corp Reinforcing member used for ground reinforcement, method for ground reinforcement, and ground reinforcement structure

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5294604A (en) * 1976-02-02 1977-08-09 Nippon Kiso Kougiyou Kk Anchoring method
JPS531569A (en) * 1976-06-28 1978-01-09 Toshiba Corp Pulse peak value analyzer

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5294604A (en) * 1976-02-02 1977-08-09 Nippon Kiso Kougiyou Kk Anchoring method
JPS531569A (en) * 1976-06-28 1978-01-09 Toshiba Corp Pulse peak value analyzer

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2009191582A (en) * 2008-02-18 2009-08-27 Ohbayashi Corp Reinforcing member used for ground reinforcement, method for ground reinforcement, and ground reinforcement structure

Also Published As

Publication number Publication date
JPS5719495A (en) 1982-02-01

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