JPH0560039B2 - - Google Patents

Info

Publication number
JPH0560039B2
JPH0560039B2 JP19997487A JP19997487A JPH0560039B2 JP H0560039 B2 JPH0560039 B2 JP H0560039B2 JP 19997487 A JP19997487 A JP 19997487A JP 19997487 A JP19997487 A JP 19997487A JP H0560039 B2 JPH0560039 B2 JP H0560039B2
Authority
JP
Japan
Prior art keywords
lock bolt
tubular
hole
fixing agent
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.)
Expired - Lifetime
Application number
JP19997487A
Other languages
Japanese (ja)
Other versions
JPS6443700A (en
Inventor
Hirofumi Inada
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.)
Sato Kogyo Co Ltd
Original Assignee
Sato Kogyo Co Ltd
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 Sato Kogyo Co Ltd filed Critical Sato Kogyo Co Ltd
Priority to JP19997487A priority Critical patent/JPS6443700A/en
Publication of JPS6443700A publication Critical patent/JPS6443700A/en
Publication of JPH0560039B2 publication Critical patent/JPH0560039B2/ja
Granted legal-status Critical Current

Links

Description

【発明の詳細な説明】 [産業上の利用分野] 本発明は各種地山条件を安定化するために用い
られる管状ロツクボルトに関する。
DETAILED DESCRIPTION OF THE INVENTION [Field of Industrial Application] The present invention relates to a tubular lock bolt used for stabilizing various ground conditions.

[従来の技術] 地山に定着させるロツクボルトには機械的な定
着機構によるもののほか、注入式によるものが知
られている。その代表的な注入式ロツクボルトを
挙げると次のとおりである。
[Prior Art] In addition to lock bolts that are fixed to the ground using a mechanical fixing mechanism, there are also known lock bolts that use an injection type. Typical injection type lock bolts are listed below.

アンカーに布製のパツカーとセメントミルク
注入チユーブおよび排気用チユーブを取付けて
削孔中に挿入し、注入チユーブからミルクを圧
送し、布パツカーをふくらませてアンカーを削
孔に固定し、さらにミルクを注入して削孔中に
充填するもので排気孔からミルクが出ることを
確認して充填を完了するロツクボルトである。
Attach a cloth packer, cement milk injection tube, and exhaust tube to the anchor, insert it into the hole being drilled, pump milk from the injection tube, inflate the cloth packer to fix the anchor in the hole, and then inject milk. It is a lock bolt that is filled into the hole by drilling, and the filling is completed after confirming that milk comes out from the exhaust hole.

特公昭57−920号公報に示すごとく後端に雄
ネジが切つてある管状ロツクボルト材を削孔内
に挿入し、管口より接着剤を注入して固定する
ロツクボルトである。
As shown in Japanese Patent Publication No. 57-920, this is a lock bolt in which a tubular lock bolt material with a male thread cut at the rear end is inserted into a drilled hole and fixed by injecting adhesive from the pipe opening.

特開昭62−41899号公報に示すごとく、周壁
に多数の孔を有する管状ロツクボルトの中に穿
孔用ロツドを挿入して先端ビツトで削孔しなが
ら管状ロツクボルトを地山に挿入し、穿孔ビツ
トとロツドを抜き出したあとロツクボルト中に
定着剤を注入して周壁孔から注入して地山に固
定するロツクボルトである。
As shown in Japanese Unexamined Patent Publication No. 62-41899, a drilling rod is inserted into a tubular rock bolt having a number of holes on the peripheral wall, and while drilling with a tip bit, the tubular rock bolt is inserted into the ground, and the drilling rod is inserted into the ground. This is a lock bolt that is fixed to the ground by injecting a fixing agent into the lock bolt and injecting it through a hole in the peripheral wall after the rod is pulled out.

特開昭62−50600号公報に示すごとく、孔の
中に縦方向に変形させ先端部を閉塞したロツク
ボルトを挿入し、端部から圧力をかけロツクボ
ルトを拡大させて、孔壁と密着させてなるロツ
クボルトを開示し、さらにC型パイプを拡大さ
せて定着するロツクボルトについても開示して
いる。
As shown in Japanese Unexamined Patent Publication No. 62-50600, a lock bolt that is deformed vertically and whose tip is closed is inserted into a hole, and pressure is applied from the end to enlarge the lock bolt so that it comes into close contact with the hole wall. The patent discloses a lock bolt, and also discloses a lock bolt that expands and fixes a C-shaped pipe.

[発明が解決しようとする問題点] 前記〜は機械的定着法によるロツクボルト
に比べ接着剤、定着剤を用いるので広範囲の地山
に適用可能であるが、次のような問題点がある。
[Problems to be Solved by the Invention] Since the above-mentioned method uses an adhesive and a fixing agent compared to the lock bolt using a mechanical fixing method, it can be applied to a wide range of geological formations, but it has the following problems.

(のロツクボルト) イ 削孔中にアンカー、布パツカー、2本の注入
排気チユーブを挿入する必要があり、注入チユ
ーブの寸法が制限され、小径となるため、注入
にはセメントミルクのみであり、モルタルなど
安価な材料を使用することができない。
(Lock bolt) A. It is necessary to insert an anchor, cloth packer, and two injection/exhaust tubes during drilling, and the dimensions of the injection tube are limited and the diameter is small. Therefore, only cement milk can be injected, and mortar It is not possible to use cheap materials such as

ロ 布パツカーなどが破損しやすく、取扱いに注
意を要するとともに、布パツカー注入、排気各
チユーブの取付けなど人手を要することが多
い。
(b) Cloth packs etc. are easily damaged and must be handled with care, and manual labor is often required for filling the cloth packs and installing each exhaust tube.

ハ 注入されるセメントミルクの硬化を早くする
場合には硬化促進剤などを必要としセメントミ
ルクの主剤と硬化剤の2液式になり装置の複雑
さと手間の繁雑さを伴うなどの欠点があり、実
用的には湧水が多い地山などで注入による方法
以外に方法がないときに使用される程度であ
る。
C. In order to speed up the hardening of the injected cement milk, a hardening accelerator is required, and the system is a two-component system consisting of the cement milk's main ingredient and a hardening agent, which has disadvantages such as the complexity of the equipment and the hassle. In practical terms, it is only used when there is no other method other than injection, such as in areas where there is a lot of spring water.

(のロツクボルト) ニ ロツクボルトを挿入し、接着剤を注入すると
注入圧力によりロツクボルトが抜け出して注入
することが不可能となる欠点がある。
(Lock bolt) When a lock bolt is inserted and adhesive is injected, the lock bolt comes out due to the injection pressure, making it impossible to inject.

(のロツクボルト) ホ 自穿孔ロツクボルトであり周壁孔の中に穿孔
された土砂クズが入り、また管状ロツクボルト
と地山との間にも穿孔による土砂がつまるため
定着剤が注入されなかつたり、注入されても弱
かつたりするなど定着剤の品質が非常に悪くな
る欠点が生じていた。
(Lock Bolt) E. It is a self-drilling lock bolt, and dirt and debris from the drilling enters the surrounding wall hole, and dirt from the drilling also gets clogged between the tubular rock bolt and the ground, so the fixing agent may not be injected or may not be injected. However, the quality of the fixing agent was extremely poor, such as being weak and sticky even when used.

ヘ 鉄管に多数の孔を有する管状ロツクボルトで
あるが、管の表面は平滑であり、孔に接してい
る面のみの抵抗で、ロツクボルトを定着してい
るため定着が弱い欠点を有していた。また、非
常に多数の孔を有していても孔をあける手間が
かかり非常に高価なロツクボルトになつてい
た。
(f) Although this is a tubular lock bolt having a large number of holes in a steel pipe, the surface of the tube is smooth and the lock bolt is fixed with resistance only on the surface that is in contact with the holes, so it has a drawback that the fixation is weak. Further, even if the lock bolt has a large number of holes, it takes time and effort to drill the holes, resulting in a very expensive lock bolt.

ト さらに、前記のロと同じように定着剤を注
入する際に注入圧力によりロツクボルトが押し
出されるなどの欠点を有していた。
(g) Furthermore, like the above-mentioned (b), there is a drawback that the lock bolt is pushed out by the injection pressure when the fixing agent is injected.

(のロツクボルト) チ 孔壁にロツクボルトを拡大させて定着する方
法では、孔壁とロツクボルトの間に空隙が生じ
湧水が侵入してロツクボルトの腐蝕の原因とな
る欠点が生じていた。
(Lock bolt) H. The method of enlarging and fixing the lock bolt on the hole wall had the disadvantage that a gap was created between the hole wall and the lock bolt, allowing spring water to enter and causing corrosion of the lock bolt.

リ ロツクボルトを拡大するときに高圧水や高圧
油を使用しなければならず、作業に危険性を伴
うことがあつた。
High-pressure water and high-pressure oil had to be used when enlarging the relock bolts, making the work sometimes dangerous.

チ 削孔により孔壁面がいためられているにもか
かわらず摩擦による定着だけでは耐久性からみ
て問題が生じていた。
H. Even though the hole wall surface was damaged by drilling, there were problems in terms of durability with only friction-based fixation.

上記の点に鑑み、本発明は定着剤などの注入時
の注入圧力によつて削孔からロツクボルトが抜け
出ることがなく、確実に地山に定着できる管状ロ
ツクボルトを提供することを目的とする。
In view of the above points, an object of the present invention is to provide a tubular lock bolt that can be securely fixed to the ground without coming out of the drilled hole due to the injection pressure when injecting a fixing agent or the like.

[問題点を解決するための手段] 上記目的を達成するため、本発明は、地山に設
けた削孔内に打込み、後端にかけ止めた端金を通
じてロツクボルト内およびロツクボルトと削孔壁
との間に定着剤を注入する管状ロツクボルトにお
いて、該ロツクボルトの軸線方向全長にわたり削
孔径より大きな曲率半径をもつて不規則に1回以
上屈曲するそりを有し、かつ外周壁には母線方向
に沿い前記そりより小さな曲率半径の波状凹凸を
形成させたことを特徴とする。また、削孔内に打
込み後にロツクボルトと削孔壁との間への定着剤
注入を容易にするため、ロツクボルトの後端から
長手方向中間に向つて注入パイプを設ける。
[Means for Solving the Problems] In order to achieve the above object, the present invention provides a lock bolt that is driven into a borehole formed in the ground, and is inserted into the lock bolt and between the rock bolt and the borehole wall through a metal fitting that is hooked at the rear end. A tubular lock bolt into which a fixing agent is injected between the lock bolts has a curvature that irregularly bends once or more with a radius of curvature larger than the drilling diameter over the entire length of the lock bolt in the axial direction, and the outer circumferential wall has the above-mentioned curves along the generatrix direction. It is characterized by the formation of wavy irregularities with a radius of curvature smaller than that of the warp. Further, in order to facilitate the injection of a fixing agent between the lock bolt and the wall of the drill hole after driving it into the drill hole, an injection pipe is provided from the rear end of the lock bolt toward the middle in the longitudinal direction.

[作用] 管状ロツクボルトは、軸線方向全長にわたり削
孔径より大きな曲線率半径で不規則に1回以上屈
曲するそりを有し、かつ外周壁の母線方向に沿つ
て前記そりより小さな曲率半径の波状凹凸を形成
させているため、削孔内への挿合時にそりと摩擦
力で削孔壁に当接し、定着剤の注入反力を支持
し、確実にロツクボルトは定着される。
[Function] The tubular lock bolt has a curvature that irregularly bends once or more with a radius of curvature larger than the diameter of the drilled hole over the entire length in the axial direction, and a wavy unevenness with a radius of curvature smaller than the curvature along the generatrix direction of the outer peripheral wall. Because of this, when inserted into the borehole, the lock bolt comes into contact with the borehole wall due to warping and frictional force, supports the injection reaction force of the fixing agent, and securely fixes the lock bolt.

[実施例] 第1図および第2図は本発明管状ロツクボルト
を用いた定着工法の手順を示すもので、1は地山
にあけた削孔、2は管状ロツクボルト、3は管状
ロツクボルト外周囲の凹凸、4は管軸方向のそ
り、5は管状ロツクボルトの後端に形成したフラ
ジ、6は球面状座金または端金、7は定着剤注入
パイプ、8はパツカーである。
[Example] Figures 1 and 2 show the procedure of the fixing method using the tubular lock bolt of the present invention, in which 1 shows a hole drilled in the ground, 2 shows a tubular lock bolt, and 3 shows a hole around the outside of the tubular lock bolt. 4 is a warp in the tube axis direction, 5 is a flange formed at the rear end of the tubular lock bolt, 6 is a spherical washer or end metal, 7 is a fixing agent injection pipe, and 8 is a packer.

地山にあけた削孔1内に管状ロツクボルト2の
先端を軽く挿合したのち、第1図のように打込機
9によつて削孔1内に打込み、ロツクボルト2の
開口部に注入パイプを挿入して定着剤10を注入
し(第2図)、注入パイプ7を引き抜き、定着剤
硬化によつて地山を安定化させる。
After lightly inserting the tip of the tubular lock bolt 2 into the hole 1 drilled in the ground, drive it into the hole 1 with the driving machine 9 as shown in Fig. 1, and insert the injection pipe into the opening of the lock bolt 2. is inserted, the fixing agent 10 is injected (FIG. 2), the injection pipe 7 is pulled out, and the ground is stabilized by hardening the fixing agent.

管状ロツクボルト2は、軸線方向全長にわたり
削孔径より大きな曲率半径で不規則に1回以上屈
曲するそりを有し、かつ外周壁の母線方向に沿つ
て前記そりより小さな曲率半径の波状凹凸を形成
させている。すなわち、第6図および第7図に示
すように、管体の一定間隔ごとにプレスして凹凸
3を作ると同時に、変形をコントロールして削孔
1の直径よりも大きなそり(軸方向の湾曲)4を
形成させてある。ロツクボルトの材質は鋼管、樹
脂系の管、アルミ管などなんでもよく、特に弾性
があり、そりによつて、摩擦による一定の定着が
生じるものであればよい。
The tubular lock bolt 2 has a curvature that irregularly bends once or more with a radius of curvature larger than the diameter of the drilled hole over its entire length in the axial direction, and forms wavy irregularities with a radius of curvature smaller than the curvature along the generatrix direction of the outer peripheral wall. ing. That is, as shown in Figs. 6 and 7, the tubular body is pressed at regular intervals to create unevenness 3, and at the same time, the deformation is controlled to create warpage (axial curvature) larger than the diameter of the drilled hole 1. ) 4 is formed. The lock bolt may be made of any material such as steel pipes, resin pipes, aluminum pipes, etc., as long as it is particularly elastic and provides a certain degree of fixation due to friction due to warping.

管状ロツクボルト2の開口部分は外向きのフラ
ンジ5を設けて球面状の座金または端金6を系合
する。後述するごとく、前記ロツクボルトの開口
部にネジ部を形成してフランジを後付けしてもよ
い。削孔1内にロツクボルト2を打込むと凹凸3
とそり4のある外周囲面が削孔壁に摩擦的に接し
て、定着剤の注入反力を支持する。初期定着力は
開口部の端金6で支持される。
The opening of the tubular lock bolt 2 is provided with an outward flange 5 to which a spherical washer or end piece 6 is fitted. As will be described later, a threaded portion may be formed in the opening of the lock bolt and a flange may be attached afterwards. When lock bolt 2 is driven into drilled hole 1, unevenness 3
The outer peripheral surface with the sled 4 is in frictional contact with the borehole wall and supports the reaction force of injection of the fixing agent. The initial fixing force is supported by the end metal 6 of the opening.

第3図は管状ロツクボルト2を削孔1内に打込
むと同時に、中央に注入口12を有する打込み注
入併用機11によつて定着剤10を注入する場合
を示す。
FIG. 3 shows the case where the tubular lock bolt 2 is driven into the drilled hole 1 and, at the same time, the fixing agent 10 is injected by the driving/injection combination machine 11 having the injection port 12 in the center.

第4図および第5図は削孔内に打込み前に定着
剤を注入する場合を示すもので第4図のように注
入管13を用いてあらかじめ削孔1内に定着剤1
0を充填したのち、第5図のように打込み機9に
よつて管状ロツクボルト2を打込み、定着させ
る。
4 and 5 show the case where the fixing agent is injected into the drilled hole before driving. As shown in FIG.
After filling with 0, the tubular lock bolt 2 is driven in and fixed by the driving machine 9 as shown in FIG.

管状ロツクボルト2の凹凸3は第6図のように
波形とするとは限らない。すなわち第8図A〜D
は、そりを加工する以前の管状ロツクボルトの表
面形状を示すものである。第8図Aは管状の表面
が凹部になつて管状の表面が凸部に相当するよう
に設計されたもので、凹凸が管状の外径より大き
くならないように配慮されたものである。すなわ
ち、管状の外径より内側にランダムな凹凸3aを
設けたものである。
The concave and convex portions 3 of the tubular lock bolt 2 are not necessarily wave-shaped as shown in FIG. That is, Fig. 8 A to D
1 shows the surface shape of a tubular lock bolt before being warped. FIG. 8A is designed so that the tubular surface corresponds to a concave portion and the tubular surface corresponds to a convex portion, and care has been taken so that the unevenness does not become larger than the outer diameter of the tubular shape. That is, random unevenness 3a is provided inside the outer diameter of the tubular shape.

同図Bの管状の表面は、先端部が細く、後端部
が大きくなつた鋸歯状凹凸3b形状を有するもの
で、挿入しやすく、引き出しにくい形状をしたも
のである。
The tubular surface shown in Figure B has a sawtooth-like unevenness 3b with a narrow tip and a large rear end, making it easy to insert and difficult to pull out.

同図Cは間隔をおいて球状部3cを形成させた
もの、同図Dは間隔をおいてテーパー部3dを形
成させたもので、表面の滑らかさが必要な地質で
地山を痛めないで挿入することのできる形状を考
慮したものである。
Figure C shows one in which spherical parts 3c are formed at intervals, and Figure D shows one in which tapered parts 3d are formed at intervals, so as not to damage the ground due to the geology which requires a smooth surface. This takes into account the shape that can be inserted.

以上、使用目的、地質などを考慮して、穴を痛
めず、所要の目的を達成するための形状を例示し
たものであつて、そり4の形状、寸法、数は、初
期定着の摩擦力の必要量によつて種々変更が可能
である。削孔1の径Dは管径dより大きいことが
重要である。そりの形状は、スクリユー型(リボ
ンスクリユー型)その他が考えられる。そりの数
は、そり幅Lの大きさ、地山の性状、孔径Dの大
きさ、ロツクボルトの初期定着力、ロツクボルト
注入圧力による抜け耐力に対して増減するため、
少なくとも1つ必要で、場合によつては多数設け
ることが望ましい。
The above is an example of a shape that achieves the desired purpose without damaging the hole, taking into consideration the purpose of use and geology. Various changes are possible depending on the required amount. It is important that the diameter D of the drilled hole 1 is larger than the pipe diameter d. The shape of the warp may be a screw type (ribbon screw type) or the like. The number of warps increases or decreases depending on the size of the warp width L, the nature of the ground, the size of the hole diameter D, the initial fixing force of the lock bolt, and the pullout resistance due to the lock bolt injection pressure.
At least one is required, and in some cases it is desirable to provide a large number.

定着剤10は有機、無機系接着剤(特にセメン
ト系混合物)またはこれらに適宜の添加剤を加え
たもので充填後硬化して定着できるものであれば
よい。注入方法としてロツクボルトを打込んだ後
定着剤を注入することに限らず、孔中に定着剤を
充填してロツクボルトを打込んでもよい。
The fixing agent 10 may be an organic or inorganic adhesive (particularly a cement mixture) or a mixture thereof with appropriate additives, as long as it can be cured and fixed after being filled. The injection method is not limited to injecting the fixing agent after driving the lock bolt, but it is also possible to fill the hole with the fixing agent and then driving the lock bolt.

管状ロツクボルト2の開口部にフランジ5を形
成させたが、ネジを利用して端金6をかけ止めて
もよい。例えば第9図に示すようにロツクボルト
2の開口部分に雄ねじ2aを形成し、この部分に
端金6を挿通したうえ、ナツト14を螺合する
か、第10図のようにロツクボルト2の開口部分
に雌ねじ2bを形成し、端金6を挿合したのちボ
ルト15を螺合する。またフランジの変形として
は第11図に示すように管端を拡径して球面状ヘ
ツド2Cを形成し、ヘツド2Cによつて端金6を
保持する構造としてもよい。更に第12図に示す
ように管状ロツクボルト2の後端近くの直径方向
に透孔2dを設け、これにピン16を挿通して端
金6をかけ止めてもよい。
Although the flange 5 is formed at the opening of the tubular lock bolt 2, the end piece 6 may be secured using a screw. For example, as shown in FIG. 9, a male thread 2a is formed in the opening of the lock bolt 2, the end metal 6 is inserted into this part, and a nut 14 is screwed into the male thread 2a, or the opening of the lock bolt 2 is formed as shown in FIG. A female thread 2b is formed at the end, and after the end metal 6 is inserted, the bolt 15 is screwed. Further, as a modification of the flange, as shown in FIG. 11, the tube end may be expanded in diameter to form a spherical head 2C, and the end piece 6 may be held by the head 2C. Further, as shown in FIG. 12, a through hole 2d may be provided in the diametrical direction near the rear end of the tubular lock bolt 2, and a pin 16 may be inserted through the hole 2d to lock the end piece 6 therein.

次に地山に地下水などがある場合に排水機能を
もたせた例を示す。
Next, we will show an example in which a drainage function is provided when there is underground water in the ground.

第13図に示すように打込み注水併用機11に
よつて管状ロツクボルト2を打込んだ後、孔壁と
管状ロツクボルトとの間に定着剤を注入する。次
いで、第14図のようにパイプ17を用いて、先
端部およびロツクボルト内部を水洗い、またエア
吹付けで定着剤を除去し、先端部から地山の地下
水20を管状ロツクボルト2を通じて排出する
(第15図)。地下水20が多い場合には第16図
のように注入パイプ18を管状ロツクボルト2の
上壁に連結すると共にロツクボルト先端にストツ
パ19を設け、座金6とストツパ19との間に定
着剤を充填して先端部から地山の地下水を排出し
ながらロツクボルトを施工する。
As shown in FIG. 13, after the tubular lock bolt 2 is driven by the driving and water injection device 11, a fixing agent is injected between the hole wall and the tubular lock bolt. Next, as shown in FIG. 14, the tip and the inside of the lock bolt are washed with water using the pipe 17, the fixing agent is removed by air blowing, and groundwater 20 from the ground is discharged from the tip through the tubular lock bolt 2. Figure 15). If there is a large amount of groundwater 20, the injection pipe 18 is connected to the upper wall of the tubular lock bolt 2 as shown in FIG. The lock bolt is constructed while draining underground water from the tip.

[発明の効果] 上述のように本発明は、凹凸とそりのある管状
ロツクボルトを地山削孔に打込むため、定着剤の
注入反力を支持して確実に充填することができ
る。その他の利点を列記すると次のとおりであ
る。
[Effects of the Invention] As described above, in the present invention, since a tubular lock bolt with unevenness and warp is driven into a hole in the ground, the injection reaction force of the fixing agent can be supported and the fixing agent can be reliably filled. Other advantages are listed below.

鋼管をプレス加工することで管状ロツクボル
トが得られるため、非常に低コストであるばか
りでなく、使用する箇所で容易なプレス機械で
加工することができる。
Since tubular lock bolts are obtained by pressing steel pipes, they are not only extremely low cost, but can also be processed at the point of use using a simple press machine.

管状ロツクボルトのそり部における摩擦によ
つて初期定着されるためロツクボルトが地山を
安定させ、落盤、崩壊による危険を防止するこ
とができる。
Because the rock bolt is initially fixed by friction in the warped portion of the tubular rock bolt, the rock bolt stabilizes the ground and prevents dangers due to cave-ins and collapses.

そり部における摩擦によつて孔にロツクボル
トを定着するため定着剤などの注入圧力により
ロツクボルトが孔から抜け出してしまうことが
なく完全に定着剤を圧入できるため品質のよい
ロツクボルト定着ができる。
Since the lock bolt is fixed in the hole by friction in the warped portion, the lock bolt does not slip out of the hole due to the injection pressure of the fixing agent, etc., and the fixing agent can be completely press-fitted, resulting in high-quality lock bolt fixing.

ロツクボルトが早期に定着され、少しでも地
山の荷重を受けるような性能を有する。
The lock bolt is established quickly and has the ability to take even the slightest load from the ground.

ロツクボルトの周壁に一定の凹凸があり定着
機を介して地山の動きに対して抵抗できる性能
を有している。
The rock bolt has certain irregularities on its peripheral wall, and has the ability to resist movement of the ground through the fixing device.

湧水があつても定着剤などを完全に充填して
定着効果をあげられると共に、排水機能を有す
るものとすることができる。
Even if there is spring water, the fixing agent etc. can be completely filled and the fixing effect can be improved, and it can also have a drainage function.

ロツクボルト単体で地山に定着するのでな
く、定着剤でロツクボルト周囲を固められるた
め、腐蝕などによるロツクボルトの劣化を防止
することができる。
The rock bolt is not fixed to the ground by itself, but the area around the rock bolt is hardened with a fixing agent, which prevents deterioration of the rock bolt due to corrosion etc.

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

第1図は本発明管状ロツクボルトを削孔に打込
んだ状態の断面図、第2図は第1図のロツクボル
トに定着剤を注入する状態の断面図、第3図は管
状ロツクボルトを削孔内に打込むと同時に打込み
注入併用機によつて定着剤を注入する場合の断面
図、第4図および第5図は削孔内に打込み前に定
着剤を注入する場合の断面図、第6図は管状ロツ
クボルトの斜視図、第7図はそりの状態を示すそ
りのモデルを示す断面図、第8図A,B,C,D
はそり加工する以前のロツクボルト表面の凹凸形
状例を示す斜視図、第9図〜第12図は管状ロツ
クボルト端の変形例を示す部分的断面図、第13
図〜第16図は地下水が多い場合の本発明管状ロ
ツクボルトの施工例を示す断面図である。 1……削孔、2……管状ロツクボルト、3……
凹凸、4……そり、5……フランジ,端金(座
金)、7……注入パイプ、8……パツカー、9…
…打込機、10……定着剤、11……打込注入併
用機。
Fig. 1 is a sectional view of the tubular lock bolt of the present invention driven into a drilled hole, Fig. 2 is a sectional view of the lock bolt of Fig. 1 in which a fixing agent is injected, and Fig. 3 is a sectional view of the tubular lock bolt of the present invention inserted into a drilled hole. Figures 4 and 5 are cross-sectional views of the case in which the fixing agent is injected into the drilled hole and the fixing agent is injected simultaneously with the driving and injection machine. 7 is a perspective view of a tubular lock bolt, FIG. 7 is a sectional view showing a sled model showing the state of sled, and FIGS. 8 A, B, C, D
A perspective view showing an example of the uneven shape of the lock bolt surface before being shaved; FIGS. 9 to 12 are partial cross-sectional views showing modified examples of the end of the tubular lock bolt; FIG.
Figures 1 to 16 are cross-sectional views showing examples of construction of the tubular lock bolt of the present invention when there is a lot of groundwater. 1... Hole drilling, 2... Tubular lock bolt, 3...
Unevenness, 4... Warp, 5... Flange, End metal (washer), 7... Injection pipe, 8... Packer, 9...
... Drive-in machine, 10... Fixing agent, 11... Drive-injection combination machine.

Claims (1)

【特許請求の範囲】 1 地山に設けた削孔内に打込み、後端にかけ止
めた端金を通じてロツクボルト内およびロツクボ
ルトと削孔壁との間に定着剤を注入するロツクボ
ルトにおいて、該ロツクボルトの軸線方向全長に
わたり削孔径より大きな曲率半径をもつて不規則
に1回以上屈曲するそりを有し、かつ外周壁には
母線方向に沿い前記そりより小さな曲率半径の波
状凹凸を形成させたことを特徴とする管状ロツク
ボルト。 2 ロツクボルトは、長手方向中間から外周壁と
削孔壁との間に定着剤を直接注入すべく後端から
長手方向中間に向かつて延びる注入パイプを設け
たことを特徴とする特許請求の範囲第1項記載の
管状ロツクボルト。
[Scope of Claims] 1. In a rock bolt that is driven into a hole made in the ground and injects a fixing agent into the rock bolt and between the rock bolt and the wall of the hole through a end metal hooked at the rear end, the axis of the rock bolt is It is characterized by having a curvature that irregularly bends once or more over the entire length in the direction with a radius of curvature larger than the drilling diameter, and on the outer peripheral wall, wavy irregularities with a radius of curvature smaller than the curvature are formed along the generatrix direction. Tubular lock bolt. 2. Claim No. 2, characterized in that the lock bolt is provided with an injection pipe that extends from the rear end toward the middle in the longitudinal direction to directly inject the fixing agent between the outer circumferential wall and the drilling wall from the middle in the longitudinal direction. The tubular lock bolt according to item 1.
JP19997487A 1987-08-12 1987-08-12 Method of fixing construction of tubular lock bolt Granted JPS6443700A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP19997487A JPS6443700A (en) 1987-08-12 1987-08-12 Method of fixing construction of tubular lock bolt

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP19997487A JPS6443700A (en) 1987-08-12 1987-08-12 Method of fixing construction of tubular lock bolt

Publications (2)

Publication Number Publication Date
JPS6443700A JPS6443700A (en) 1989-02-15
JPH0560039B2 true JPH0560039B2 (en) 1993-09-01

Family

ID=16416682

Family Applications (1)

Application Number Title Priority Date Filing Date
JP19997487A Granted JPS6443700A (en) 1987-08-12 1987-08-12 Method of fixing construction of tubular lock bolt

Country Status (1)

Country Link
JP (1) JPS6443700A (en)

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP4680491B2 (en) * 2003-11-17 2011-05-11 日新製鋼株式会社 Steel pipe expansion lock bolt
JP2005200893A (en) * 2004-01-14 2005-07-28 Nisshin Steel Co Ltd Steel pipe expansion type rock bolt with high bearing capacity and its manufacturing method
JP4859417B2 (en) * 2005-09-09 2012-01-25 株式会社ケー・エフ・シー Rock bolt construction method and attachment

Also Published As

Publication number Publication date
JPS6443700A (en) 1989-02-15

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