JP2535595Y2 - Rock bolt - Google Patents

Rock bolt

Info

Publication number
JP2535595Y2
JP2535595Y2 JP4500091U JP4500091U JP2535595Y2 JP 2535595 Y2 JP2535595 Y2 JP 2535595Y2 JP 4500091 U JP4500091 U JP 4500091U JP 4500091 U JP4500091 U JP 4500091U JP 2535595 Y2 JP2535595 Y2 JP 2535595Y2
Authority
JP
Japan
Prior art keywords
main body
mortar
lock bolt
ground
fixing plate
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 - Fee Related
Application number
JP4500091U
Other languages
Japanese (ja)
Other versions
JPH04138498U (en
Inventor
裕 梨本
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.)
Maeda Corp
Original Assignee
Maeda 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 Maeda Corp filed Critical Maeda Corp
Priority to JP4500091U priority Critical patent/JP2535595Y2/en
Publication of JPH04138498U publication Critical patent/JPH04138498U/en
Application granted granted Critical
Publication of JP2535595Y2 publication Critical patent/JP2535595Y2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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  • Piles And Underground Anchors (AREA)

Description

【考案の詳細な説明】[Detailed description of the invention]

【0001】[0001]

【産業上の利用分野】本考案は、トンネル等の掘削時に
地山に設置する補強材のロックボルトに関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a rock bolt for a reinforcing material to be installed on the ground when excavating a tunnel or the like.

【0002】[0002]

【従来の技術】従来、トンネル掘削時に、或いは、斜面
切土時に、地山に図6に横断面図として示すようなボア
ホール21を穿設し、このボアホール21にモルタル2
2を注入すると共に、前記モルタル22の中に、棒状鋼
材で形成したロックボルトの、断面円形に形成された本
体1を挿入して固定し、地山20を補強する手段が採用
されている。
2. Description of the Related Art Conventionally, when excavating a tunnel or cutting a slope, a borehole 21 as shown in FIG.
2 is injected, and the main body 1 having a circular cross section of a lock bolt made of a bar-shaped steel material is inserted and fixed into the mortar 22 to reinforce the ground 20.

【0003】[0003]

【考案が解決しようとする課題】前記従来のロックボル
トは、大型の鋼製支保を用いないで、地山の補強がで
き、補強手段として優れたものである。
The conventional lock bolt can reinforce the ground without using a large steel support, and is excellent as a reinforcing means.

【0004】しかしながら、モルタル22との付着力が
充分でない場合がある。また、ロックボルトの本体1
が、ボアホール21の中心から偏心し易くボアホール2
1の内周面に作用する力が不均一となり、補強効果が小
さくなる虞れがある。
However, there are cases where the adhesive force with the mortar 22 is not sufficient. Also, the main body 1 of the lock bolt
However, it is easy to be eccentric from the center of the borehole 21 and the borehole 2
There is a possibility that the force acting on the inner peripheral surface of 1 becomes uneven, and the reinforcing effect is reduced.

【0005】本考案は、前記事項に鑑みなされたもので
あり、モルタル22がロックボルトの本体1によく付着
し、また、ロックボルトの本体1がボアホール21の中
心から偏心して、ボアホール21の内周面に作用する力
が不均一となり、補強効果が小さくならないようにする
ことを技術的課題とする。
The present invention has been made in view of the above circumstances. The mortar 22 adheres well to the main body 1 of the lock bolt, and the main body 1 of the lock bolt is eccentric from the center of the bore hole 21. A technical object is to prevent the force acting on the peripheral surface from becoming uneven and the reinforcing effect from being reduced.

【0006】[0006]

【課題を解決するための手段】本考案は、地山20中に
設置されるべき金属製の本体1を、本体1の縦方向の中
心線2より、放射状に横方向に延びる3枚以上の固定用
板状体3で形成してロックボルトした。
According to the present invention, three or more metal main bodies 1 to be installed in the ground 20 are extended radially and laterally from a longitudinal center line 2 of the main body 1. It was formed from the fixing plate 3 and was bolted.

【0007】[0007]

【作用】本考案は、地山20に穿設されたボアホール2
1にモルタル22を注入し、このモルタル22中にロッ
クボルトの本体1を挿入する。
According to the present invention, a borehole 2 formed in the ground 20 is provided.
The mortar 22 is poured into the mortar 1 and the main body 1 of the lock bolt is inserted into the mortar 22.

【0008】モルタル22が固化すると、モルタル22
は、ボアホール21内に固定され、ロックボルトの本体
1は、モルタル22中に固定されて、地山20を補強す
る。
When the mortar 22 solidifies, the mortar 22
Is fixed in the borehole 21, and the main body 1 of the lock bolt is fixed in the mortar 22 to reinforce the ground 20.

【0009】そして、ロックボルトの本体1は、放射状
に延びる3枚以上の固定用板状体3で形成してあるの
で、本体1の表面積が、従来の円形に形成した本体1に
比較して大きくなり、モルタル22の付着力が大きくな
り、モルタル22と本体1が分離することがない。
Since the body 1 of the lock bolt is formed of three or more fixing plate-like members 3 extending radially, the surface area of the body 1 is smaller than that of the conventional body 1 having a circular shape. The mortar 22 and the main body 1 do not separate from each other.

【0010】また、本体1が放射状に延びる3枚以上の
固定用板状体3で形成されているので、同じ大きさの断
面積に形成した円形の本体1に比較して、固定用板状体
3の外径が大きくなる。
Further, since the main body 1 is formed of three or more fixing plate-like members 3 extending radially, the fixing plate-like shape is smaller than that of the circular main body 1 formed in the same sectional area. The outer diameter of the body 3 increases.

【0011】したがって、本体1がボアホール21内で
偏心しても、その偏心度は小さく、ロックボルトの、ボ
アホール21の内周面に対する力は、均一に作用し、本
体1は、ボアホール21内に確実に固定される。
Therefore, even if the main body 1 is eccentric in the bore hole 21, the degree of eccentricity is small, and the force of the lock bolt on the inner peripheral surface of the bore hole 21 acts uniformly, so that the main body 1 is securely inserted in the bore hole 21. Fixed to

【0012】[0012]

【実施例】図1ないし図4は、本考案の一実施例のロッ
クボルトの説明用の図である。この実施例は、地山20
中に設置されるべき鋼製の本体1を、本体1の縦方向の
中心線2より、放射状に横方向に延びる4枚の固定用板
状体3で形成し、断面をクロス型に形成してある。
1 to 4 are explanatory views of a lock bolt according to an embodiment of the present invention. In this embodiment, the ground 20
A steel main body 1 to be installed therein is formed by four fixing plate-like bodies 3 extending radially and laterally from a longitudinal center line 2 of the main body 1 and has a cross-shaped cross section. It is.

【0013】そして、前記本体1の基端部の中心部に、
縦方向の空所を設け、この空所に螺杆10の基部を挿入
し、溶接等により固着してある。このロックボルトは、
補強すべき地山20に、ボアホール21を穿設し、この
ボアホール21にモルタル22を注入し、ロックボルト
の本体1を挿入する。
Then, at the center of the base end of the main body 1,
A vertical space is provided, and the base of the screw rod 10 is inserted into this space and fixed by welding or the like. This lock bolt is
A borehole 21 is drilled in the ground 20 to be reinforced, a mortar 22 is injected into the borehole 21, and the lock bolt body 1 is inserted.

【0014】そして、モルタル22が固化した後、螺杆
10に、座板12等を外嵌してナット11を螺合し、座
板12等を地山20の表面に当接させて固定する。図5
は、別の実施例を示すものであり、この実施例は、ロッ
クボルトの本体1に設けた固定用板状体3の表面に、波
形面4を形成して、モルタル22との接着性を一層向上
させている。そして、この波形面4は固定用板状体3の
両面に形成することもできる。
After the mortar 22 is solidified, the seat plate 12 and the like are externally fitted to the screw rod 10, and the nut 11 is screwed into the mortar 22. FIG.
This shows another embodiment. In this embodiment, the corrugated surface 4 is formed on the surface of the fixing plate 3 provided on the main body 1 of the lock bolt, and the adhesion to the mortar 22 is improved. It has been further improved. The corrugated surface 4 can be formed on both sides of the fixing plate-like body 3.

【0015】そして、固定用板状体3は、3枚或は5枚
以上とすることも可能であるが、4枚のものが最も適切
である。
The number of the fixing plate-like members 3 can be three or five or more, but four is most suitable.

【0016】[0016]

【考案の効果】本考案は、ロックボルトの本体1を、本
体1の中心線2より放射状に横方向に延びる3枚以上の
固定用板状体3で形成したものである。
According to the present invention, the main body 1 of the lock bolt is formed of three or more fixing plate-like members 3 extending in the horizontal direction radially from the center line 2 of the main body 1.

【0017】したがって、本体1の表面積が、円形のも
のに比較して大きくなり、モルタル22の本体1に対す
る付着力が大きくなり、モルタル22と本体1が分離す
ることがない。
Accordingly, the surface area of the main body 1 is larger than that of a circular body, and the adhesion of the mortar 22 to the main body 1 is increased, so that the mortar 22 and the main body 1 are not separated.

【0018】また、同じ大きさの断面積を有する円形の
本体1に比較して、固定用板状体3の外径が大きくな
り、本体1がボアホール21内で偏心しても、その偏心
度が小さいので、ロックボルトのボアホール21の内周
面に対する力は、均一に作用し、本体1は、ボアホール
21内に確実に固定され、補強効果は大きくなる。
Further, as compared with the circular main body 1 having the same size in cross-sectional area, the outer diameter of the fixing plate-like body 3 is large, and even if the main body 1 is eccentric in the borehole 21, the eccentricity is small. Since it is small, the force of the lock bolt on the inner peripheral surface of the bore hole 21 acts uniformly, the main body 1 is securely fixed in the bore hole 21, and the reinforcing effect is increased.

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

【図1】本考案の一実施例の一部破断した側面図。FIG. 1 is a partially cutaway side view of an embodiment of the present invention.

【図2】本考案の一実施例の横断面図。FIG. 2 is a cross-sectional view of one embodiment of the present invention.

【図3】本考案の一実施例を地山に設置した状態を示す
図。
FIG. 3 is a view showing a state in which one embodiment of the present invention is installed in the ground.

【図4】本考案の一実施例を地山に設置した状態の横断
面図。
FIG. 4 is a cross-sectional view of the embodiment of the present invention installed in the ground.

【図5】別の実施例の横断面図。FIG. 5 is a cross-sectional view of another embodiment.

【図6】従来例を地山に設置した状態の横断面図。FIG. 6 is a cross-sectional view of a state in which the conventional example is installed on the ground.

【符号の説明】[Explanation of symbols]

1 本体 2 中心線 3 固定用板状体 20 地山 DESCRIPTION OF SYMBOLS 1 Main body 2 Center line 3 Fixing plate 20 Ground

Claims (1)

(57)【実用新案登録請求の範囲】(57) [Scope of request for utility model registration] 【請求項1】 地山20中に設置されるべき金属製の本
体1を、本体1の縦方向の中心線2より、放射状に横方
向に延びる3枚以上の固定用板状体3で形成したロック
ボルト。
1. A metal body 1 to be installed in a ground 20 is formed by three or more fixing plate-like bodies 3 extending radially and laterally from a longitudinal center line 2 of the body 1. Rock bolt.
JP4500091U 1991-06-14 1991-06-14 Rock bolt Expired - Fee Related JP2535595Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP4500091U JP2535595Y2 (en) 1991-06-14 1991-06-14 Rock bolt

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP4500091U JP2535595Y2 (en) 1991-06-14 1991-06-14 Rock bolt

Publications (2)

Publication Number Publication Date
JPH04138498U JPH04138498U (en) 1992-12-25
JP2535595Y2 true JP2535595Y2 (en) 1997-05-14

Family

ID=31924985

Family Applications (1)

Application Number Title Priority Date Filing Date
JP4500091U Expired - Fee Related JP2535595Y2 (en) 1991-06-14 1991-06-14 Rock bolt

Country Status (1)

Country Link
JP (1) JP2535595Y2 (en)

Also Published As

Publication number Publication date
JPH04138498U (en) 1992-12-25

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