JP2006257769A - Steel pipe expansion type lock bolt for connection - Google Patents

Steel pipe expansion type lock bolt for connection Download PDF

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Publication number
JP2006257769A
JP2006257769A JP2005077569A JP2005077569A JP2006257769A JP 2006257769 A JP2006257769 A JP 2006257769A JP 2005077569 A JP2005077569 A JP 2005077569A JP 2005077569 A JP2005077569 A JP 2005077569A JP 2006257769 A JP2006257769 A JP 2006257769A
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Prior art keywords
sleeve
lock bolt
deformed
wall
steel pipe
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Takayuki Yoshida
剛之 吉田
Takefumi Nakako
武文 仲子
Hiroshi Asada
博 朝田
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Nippon Steel Nisshin Co Ltd
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Nisshin Steel Co Ltd
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a steel pipe expansion type lock bolt for connection increased in sealability and durability by reducing a difference, between portions, in an extension acting on a weld connection part between a deformed pipe end part and a sleeve when a lock bolt is expanded. <P>SOLUTION: An opening part joined to the inside of the deformed pipe formed by bending walls forming the recessed part of the end part of the deformed pipe in a zigzag shape and raising and deforming them until they touch on each other is formed at the end part of the deformed pipe to which the sleeve of the steel pipe expansion type lock bolt formed of the deformed pipe in which the recessed part for expansion is formed is fitted. The deformed pipe end part including the zigzag wall contact part of the recessed part wall is weld-connected to the inner wall of the sleeve. The plug part with screw having a through hole is joined to the sleeve having the opening part and the plug parts with screws are threaded with each other to connect the plurality of lock bolts. <P>COPYRIGHT: (C)2006,JPO&NCIPI

Description

本発明は、内部に流体を圧入し、流体圧で管体を半径方向に膨張させることによって岩盤に設けた孔内に管体を充満させる高耐力を有する鋼管膨張型ロックボルトであって、複数のロックボルトを連結可能とした連結用鋼管膨張型ロックボルトに関する。   The present invention is a steel pipe expansion type rock bolt having a high proof strength that fills a pipe body in a hole provided in a rock by pressurizing a fluid into the inside and expanding the pipe body in a radial direction by the fluid pressure. The present invention relates to a steel pipe expansion-type lock bolt for connection that can connect a lock bolt of the type.

鋼管膨張型ロックボルトは、特許文献1に記載されているように、長手方向にわたって1以上の膨張用凹部を有する中空の異形管である。図1に示すように、岩盤や地盤2に穿った孔に、端部が密封され、膨張用凹部が形成された鋼管1を挿入し(図2のa)、この鋼管を、圧力流体3を利用して膨張させ(図2のb)、孔と鋼管を密着させる(図2のc)ことによって岩盤や地盤を鋼管で固結させるものである。
圧力流体による加圧で膨張させやすくするために、鋼管に予め長手方向にわたって凹部を設けていることが多い(図2のa参照)。凹部が設けられた異形管の、孔に挿入する先端部は完全に密封され、圧力流体を圧入する側の後端部も密封された後、流体流入孔が穿たれている。そして、密封し、圧力流体を圧入し易くするために、異形管の両端にスリーブが被着されている(例えば特許文献2参照)。
As described in Patent Document 1, the steel tube expansion type lock bolt is a hollow deformed tube having one or more expansion recesses in the longitudinal direction. As shown in FIG. 1, a steel pipe 1 having an end sealed and a recess for expansion is inserted into a hole drilled in a rock or ground 2 (a in FIG. 2). It is expanded by using (b in FIG. 2), and the rock and the ground are consolidated with the steel pipe by bringing the hole and the steel pipe into close contact (c in FIG. 2).
In order to facilitate expansion by pressurization with a pressure fluid, the steel pipe is often provided with a concave portion in advance in the longitudinal direction (see a in FIG. 2). The distal end portion of the deformed pipe provided with the concave portion is inserted into the hole, and the rear end portion on the side into which the pressure fluid is pressed is sealed, and then the fluid inflow hole is formed. And in order to seal and make it easy to press-fit a pressure fluid, the sleeve is attached to the both ends of the deformed pipe (for example, refer patent document 2).

通常、鋼管膨張型ロックボルトは岩盤に削孔に1本のみ挿入され、膨張される。トンネル内等の狭い作業空間において取扱う棒状体を取扱いやすくする意味では、1本のロックボルトは短いほど取扱いやすい。このため、1本のロックボルトは2〜6m程度としている。
しかしながら、掘削するトンネルの岩盤,地盤等によっては、あるいは、先進導抗後に拡幅して本抗を掘削する場合には、図3に示すように、非常に長いロックボルトが必要とされる場合がある。このような場合には、2本あるいはそれ以上の本数のロックボルトが連結されて用いられている。
Usually, only one steel pipe expansion type rock bolt is inserted into the rock drilling hole and expanded. In order to make it easier to handle a rod-like body that is handled in a narrow work space such as in a tunnel, the shorter one lock bolt is, the easier it is to handle. For this reason, one lock bolt is about 2 to 6 m.
However, depending on the rock, ground, etc. of the tunnel to be excavated, or when excavating the main body after widening after advanced guidance, very long rock bolts may be required as shown in FIG. is there. In such a case, two or more lock bolts are connected and used.

2本あるいはそれ以上の本数のロックボルトを連結するために、例えば特許文献3では、膨張型パイプ式ロックボルトにおいて、パイプ体の両端に拘束用のスリーブを嵌め込み、手前側のスリーブに雌ネジ部を形成したものが提案されている。
この技術では、手前側のスリーブに雌ネジ部を形成した第一のロックボルトの前記雌ネジ付きスリーブに螺合可能な雄ネジ付きスリーブを先端に嵌着させ、後端に雌ネジ付きスリーブを嵌着させた第二のロックボルトを、その先端の雄ネジ付きスリーブを前記第一のロックボルトの前記雌ネジ付きスリーブに螺合させて両者を連結している。同様に第三のロックボルトも連結可能である。
In order to connect two or more lock bolts, for example, in Patent Document 3, in an inflatable pipe type lock bolt, a restraining sleeve is fitted to both ends of a pipe body, and a female thread portion is fitted to the front sleeve. Has been proposed.
In this technique, a male threaded sleeve that can be screwed to the female threaded sleeve of the first lock bolt having a female threaded portion formed on the front sleeve is fitted to the tip, and a female threaded sleeve is fitted to the rear edge. The fitted second lock bolt is screwed into the female threaded sleeve of the first lock bolt and the male threaded sleeve at the tip of the second lock bolt is coupled together. Similarly, a third lock bolt can be connected.

そして、上記第二あるいは第三、又はそれ以降のロックボルトの後端に、打設/注入用アダプタを設けている。打設/注入用アダプタ本体の一端にはその奥のロックボルトスリーブの雌ネジ部に螺合する雄ネジ部が形成され、他端には圧液注入用アダプタを受容する受容部が形成され、内部に中空部が形成されている。この中空部は受容部側が塞がれているが雄ネジ側は開放され、受容部には中空部に連通する小孔が形成されている。圧液注入用アダプタには、受容部に形成した小孔と連通する注入口が形成されている。圧液注入用アダプタを受容部に嵌め、注入口から圧水等の圧液を注入すると圧液が小孔を通って中空部に到り、奥のロックボルト内の空間に到り、高圧により中間部及び先端部のロックボルトを膨張拡径している。
特公平2−520号公報 特表2003−501573号公報 特開2003−148098号公報
A placement / injection adapter is provided at the rear end of the second, third, or later lock bolt. One end of the adapter body for placing / injecting is formed with a male screw portion that is screwed into the female screw portion of the lock bolt sleeve at the back, and a receiving portion for receiving the adapter for injecting pressure fluid is formed at the other end. A hollow portion is formed inside. The hollow part is closed on the receiving part side, but the male screw side is opened, and a small hole communicating with the hollow part is formed in the receiving part. The pressure injection adapter is formed with an injection port communicating with a small hole formed in the receiving portion. When a pressure liquid injection adapter is fitted into the receiving part and pressure liquid such as pressure water is injected from the injection port, the pressure liquid passes through the small hole to the hollow part, reaches the space inside the lock bolt at the back, The diameter of the lock bolts at the intermediate part and the tip part is expanded.
Japanese Patent Publication No. 2-520 Special table 2003-501573 gazette JP 2003-148098 A

上記のように、2本あるいはそれ以上のロックボルトを連結しようとすると、それぞれのロックボルトの両端に雌ネジ付きスリーブ及び雄ネジ付きスリーブを取付ける必要がある。そして、特許文献3で提案されたスリーブでは、雌ネジ付きスリーブあるいは雄ネジ付きスリーブを、図4に示すように、膨張型異形管41の管端を拘束するスリーブ42の先端部に溶接法により雌ネジ部43あるいは雄ネジ部44を有する連結用部品を固着する態様で形成している。   As described above, when two or more lock bolts are to be connected, it is necessary to attach a female threaded sleeve and a male threaded sleeve to both ends of each lock bolt. In the sleeve proposed in Patent Document 3, a female threaded sleeve or a male threaded sleeve is welded to the distal end portion of the sleeve 42 that restrains the tube end of the inflatable deformed tube 41 as shown in FIG. The connecting part having the female screw part 43 or the male screw part 44 is formed in a fixed manner.

2本あるいはそれ以上のロックボルトを連結する際には、ロックボルト膨張用の圧液を通す空隙を確保する必要がある。そして、スリーブ取付けの際には、圧液流通空間部以外は溶接により完全に封止する必要がある。
異形管管端にスリーブを嵌め込んだ後、溶接で封止しようとするとき、膨張用凹部が形成されたままでは、図5(a)に見られるように、必要溶接範囲が広くなる。溶接範囲が広くなると、溶接による異形管部の溶け落ちや溶接不良などの欠陥が発生しやすくなるばかりでなく、溶接に要する時間も長くなって得策とはいえない。
When connecting two or more lock bolts, it is necessary to secure a gap through which the pressure fluid for expanding the lock bolt is passed. When the sleeve is attached, it is necessary to completely seal the parts other than the pressurized liquid circulation space by welding.
When the sleeve is fitted to the end of the deformed pipe and then sealed by welding, the necessary welding range is widened as shown in FIG. 5A if the expansion recess remains formed. If the welding range is widened, defects such as melting of a deformed pipe portion due to welding and defective welding are likely to occur, and the time required for welding becomes longer, which is not a good solution.

このため、スリーブを溶接する前に、異形管端部を成形して溶接する範囲を狭くする方法が採られている場合がある。異形管端部を成形する場合にも圧液が流通する空隙部を大きくし、それ以外の空隙部が小さくなるように成形されており、図5(b)に見られるように、その形は断面が非対称になっている。
ところが、この断面形状の異形管にスリーブを溶接封止して製造したロックボルトを加圧流体で膨張させるとき、膨張時に発生する長手方向の引張力により溶接部や熱影響部に亀裂が生しやすくなる。また、亀裂が発生しないまでも引張力が残留応力として残るために、応力腐食割れ等を発生させるおそれがある。
For this reason, before welding a sleeve, the method of narrowing the range which shape | molds and welds a deformed pipe end part may be taken. Even when the deformed tube end portion is molded, the void portion through which the pressure fluid flows is enlarged, and the other void portion is formed to be small. As seen in FIG. The cross section is asymmetric.
However, when a lock bolt manufactured by welding and sealing a sleeve to a deformed pipe having a cross-sectional shape is expanded with a pressurized fluid, cracks occur in the welded part and the heat-affected part due to the tensile force in the longitudinal direction generated during expansion. It becomes easy. Further, since the tensile force remains as residual stress even if no crack is generated, there is a risk of causing stress corrosion cracking or the like.

本発明は、このような問題を解消すべく案出されたものであり、異形管端部に被着したスリーブ同士を接合した連結用鋼管膨張型ロックボルトにおいて、ロックボルト膨張時、異形管端部とスリーブとの溶接接合部に作用する引張力を低減して密閉性,耐久性を向上させた連結用鋼管膨張型ロックボルトを提供することを目的とする。   The present invention has been devised to solve such a problem, and in a connecting steel pipe expansion type lock bolt in which sleeves attached to the end parts of a deformed pipe are joined together, It is an object of the present invention to provide a connecting steel pipe expansion type lock bolt with improved sealing performance and durability by reducing the tensile force acting on the welded joint between the sleeve and the sleeve.

本発明の連結用鋼管膨張型ロックボルトは、その目的を達成するため、膨張用凹部が形成された異形管からなり、先端が閉じられているとともに、スリーブが被着された他端に、当該端部の凹部を形作る壁がつづら状に折り曲げられて互いに当接するまでに持ち上げられて変形させて形作られた前記異形管の内部と繋がる開口部が設けられ、上記凹部壁のつづら状壁当接部を含め異型管端部がスリーブ内壁に溶接接合されていることを特徴とする。   In order to achieve the object, the connecting steel pipe expansion type lock bolt of the present invention comprises a deformed pipe formed with a concave part for expansion, and has a closed end and the other end to which the sleeve is attached, An opening connected to the inside of the deformed pipe formed by bending up and deforming the wall forming the concave portion of the end portion into a zigzag shape and abutting each other is provided. The end portion of the deformed pipe including the portion is welded to the inner wall of the sleeve.

本発明の連結用鋼管膨張型ロックボルトは、また、膨張用凹部が形成された異形管からなり、スリーブが被着された両端に、当該端部の凹部を形作る壁がつづら状に折り曲げられて互いに当接するまでに持ち上げられて変形させて形作られた前記異形管の内部と繋がる開口部が設けられ、上記凹部壁のつづら状壁当接部を含め異型管端部がスリーブ内壁に溶接接合されていることを特徴とする。   The connecting steel pipe expansion type lock bolt of the present invention is also formed of a deformed pipe formed with a concave part for expansion, and the walls forming the concave part of the end part are bent in a zigzag manner at both ends where the sleeve is attached. An opening connected to the inside of the deformed pipe formed by being lifted and deformed until it abuts each other is provided, and the end of the deformed pipe including the serpentine wall abutting portion of the concave wall is welded to the inner wall of the sleeve. It is characterized by.

本発明の連結用鋼管膨張型ロックボルトは、さらに、膨張用凹部が形成された異形管からなり、スリーブが被着された一端に、当該端部の凹部を形作る壁がつづら状に折り曲げられて互いに当接するまでに持ち上げられて変形させて形作られた前記異形管の内部と繋がる開口部が設けられ、上記凹部壁のつづら状壁当接部を含め異型管端部がスリーブ内壁に溶接接合されているとともに、他端に加圧流体供給源に連結する加圧用スリーブが取付けられていることを特徴とする。   The connecting steel pipe expansion type lock bolt of the present invention further comprises a deformed pipe formed with a concave part for expansion, and a wall forming the concave part of the end part is bent into a zigzag shape at one end where the sleeve is attached. An opening connected to the inside of the deformed pipe formed by being lifted and deformed until it abuts each other is provided, and the end of the deformed pipe including the serpentine wall abutting portion of the concave wall is welded to the inner wall of the sleeve. And a pressurizing sleeve connected to a pressurized fluid supply source is attached to the other end.

本発明によれば、スリーブが被着された異形管端部に、当該端部の凹部を形作る壁がつづら状に折り曲げられて互いに当接するまでに持ち上げられて変形させて形作られた前記異形管の内部と繋がる開口部が設けられ、上記凹部壁のつづら状壁当接部を含め異型管端部がスリーブ内壁に溶接接合されている。このため、溶接する範囲を小さくすることができ密閉性に優れたロックボルトを提供することができる。   According to the present invention, the deformed tube formed by deforming the end of the deformed tube to which the sleeve is attached to the deformed tube by bending the walls forming the concave portion of the end into a zigzag shape and coming into contact with each other. An opening connected to the inside of the tube is provided, and the end portion of the deformed pipe including the serpentine wall contact portion of the concave wall is welded to the inner wall of the sleeve. For this reason, the range to weld can be made small and the lock bolt excellent in airtightness can be provided.

しかも、管端凹部の下側壁が上方に持ち上げられた後にスリーブ内壁に溶接接合された形態となっているため、ロックボルト加圧膨張時に生じる異形管の凹部上方側と下方側との膨張量の差を小さくすることができ、異形管の凹部上方側に発生する引張応力を低減して溶接部や溶接熱影響部での亀裂の発生や応力腐食割れの発生を抑制することできる信頼性に優れた鋼管膨張型ロックボルトを提供することができる。   Moreover, since the lower side wall of the pipe end recess is lifted upward and welded to the inner wall of the sleeve, the amount of expansion between the upper part and the lower part of the concave part of the deformed pipe generated when the lock bolt is pressurized and expanded. The difference can be reduced, and the tensile stress generated above the concave part of the deformed pipe can be reduced to suppress the occurrence of cracks and stress corrosion cracks in the welded part and weld heat affected zone. A steel pipe expansion type lock bolt can be provided.

従来の異形管からなる連結用膨張型ロックボルトでは、前記図4に見られるように、異形管41の管端を拘束するスリーブ42本体とは別に雌ネジ部43あるいは雄ネジ部44を有する連結部品をスリーブに溶接により固着している。そして、異形管とスリーブも、異形管端部で互いに溶接接合されている。   As shown in FIG. 4, the conventional expansion lock bolt for connection made of a deformed pipe has a female screw part 43 or a male screw part 44 separately from the sleeve 42 main body for restraining the pipe end of the deformed pipe 41. The parts are fixed to the sleeve by welding. The deformed pipe and the sleeve are also welded to each other at the end of the deformed pipe.

この際、図5の(a)又は(b)にみられるような異型管端部形状でスリーブと溶接接合しているため、ロックボルトの加圧膨張時に異形管の凹部上方側と下方側とで膨張長さが異なる。この膨張長さの相違が、長手方向に発生する引張応力の差が大きくなって、溶接部或いは溶接熱影響部に亀裂が発生したり、亀裂が発生しないまでも応力腐食割れを起こして耐久性を低下させたりする原因となっていると推測した。   At this time, since the sleeve is welded and joined to the sleeve in the shape of the irregular tube end as shown in FIG. 5 (a) or (b), when the lock bolt is pressurized and expanded, The expansion length is different. This difference in expansion length increases the difference in tensile stress generated in the longitudinal direction, causing cracks in the welded part or welded heat-affected zone, and stress corrosion cracking even before cracks occur, resulting in durability It was speculated that it was a cause of lowering.

そこで、本発明者等は、溶接必要箇所を少なく、凹部の上方側と下方側での残留応力の差を少なくする手段について種々検討した。
その結果、異形管の端部凹部形状を、図6に示すような形状に変更することにより達成できることを見出した。
このような形状とすることにより、図5(a)と比べて溶接必要箇所は少なくなる。
Therefore, the present inventors have studied various means for reducing the difference in residual stress between the upper side and the lower side of the concave portion with fewer welding required portions.
As a result, it has been found that the end recessed portion shape of the deformed tube can be achieved by changing the shape as shown in FIG.
By setting it as such a shape, a welding required location reduces compared with Fig.5 (a).

また、スリーブを溶接接合した後、ロックボルトを加圧膨張する際の膨張量をみると、従来例(図7(a))では異形管の凹部上方側と下方側とで膨張量の差が大きいのに対して、本発明によるロックボルト(図7(b))では、その差が小さくなる。
このため、本発明によるロックボルトでは加圧膨張時に発生する引張応力の部位による差が小さく、溶接部或いは溶接熱影響部に亀裂が発生したり、その後に応力腐食割れを発生させたりするおそれが少なくなる。
Further, when the expansion amount when the lock bolt is pressurized and expanded after welding the sleeve is welded, in the conventional example (FIG. 7A), there is a difference in expansion amount between the upper side and the lower side of the concave portion of the deformed pipe. On the other hand, the difference is smaller in the lock bolt according to the present invention (FIG. 7B).
For this reason, in the lock bolt according to the present invention, there is a small difference due to the site of the tensile stress generated at the time of pressurization and expansion, and there is a possibility that a crack may occur in the welded part or the weld heat-affected zone or a stress corrosion crack may occur after that. Less.

次に、膨張用凹部が形成された異形管の端部に所定形状の開口部を形成する方法について説明する。
鋼管膨張型ロックボルトは、電縫溶接鋼管を素材とし、多段ロール成形方法等により長手方向に延びる膨張用凹部を有する中空の異形管から構成されている。
長手方向に延びる膨張用凹部を有する中空異形管の横断形状は、通常図8に示すようなものとなっている。そこで、図8中、凹部のAで示す箇所に、例えば図9に示すような楕円形断面の円錐部と楕円形断面の円柱部が一体になった金型10を押し込むことにより、凹部を形作る壁がつづら状に折り曲げられて互いに当接するまでに持ち上げられて変形させて形作られた開口部が形成される(図6、図7(b)参照)。
Next, a method for forming an opening of a predetermined shape at the end of the deformed pipe in which the expansion recess is formed will be described.
The steel pipe expansion type lock bolt is made of an electric-welded steel pipe and made of a hollow deformed pipe having an expansion recess extending in the longitudinal direction by a multi-stage roll forming method or the like.
The cross-sectional shape of the hollow deformed tube having the expansion recess extending in the longitudinal direction is usually as shown in FIG. Therefore, a concave portion is formed by pushing a die 10 in which a conical portion having an elliptical cross section and a cylindrical portion having an elliptical cross section as shown in FIG. The walls are bent in a zigzag shape and are lifted and deformed until they come into contact with each other to form an opening (see FIGS. 6 and 7B).

なお、図6には、管端部に被着したスリーブは示されていないが、上記態様で開口部を形成した後、凹部壁のつづら状壁当接部を含め異形管端部とスリーブ内壁とを溶接接合する。
上記態様で形成された管端開口部を備えたロックボルトを岩盤に設けられた孔に挿入した後、開口部を有するロックボルトのスリーブ同士を連結した後、加圧膨張されることになるが、次にロックボルトのスリーブ同士の連結態様について説明する。
FIG. 6 does not show the sleeve attached to the tube end, but after forming the opening in the above-described manner, the deformed tube end and the sleeve inner wall including the serpentine wall abutting portion of the recess wall are formed. And welded together.
After inserting the lock bolt provided with the pipe end opening formed in the above-described manner into the hole provided in the rock, after connecting the sleeves of the lock bolt having the opening, the pressure bolt is expanded. Next, a connection mode between the sleeves of the lock bolt will be described.

岩盤にロックボルトを打設する際にロックボルトのスリーブ同士を溶接接合できる場合には、溶接法で連結する。その他の場合には、予めロックボルト端部に連結用部品を取付けておくことが好ましい。
連結用部品としてはネジ付きプラグを用い、当該プラグをスリーブに予め溶接接合しておくことが好ましい。
If rock bolt sleeves can be welded together when placing rock bolts on the rock, they are connected by a welding method. In other cases, it is preferable to attach a connecting part to the end of the lock bolt in advance.
It is preferable to use a threaded plug as the connecting part and to weld the plug in advance to the sleeve.

ネジ付きプラグの接合形態としては、例えば図10,11に示されるような態様が挙げられるが、これらに限定されるものではない。スリーブと連結用のプラグが一体的になっているものでもよい。図10では、異型管の管端に被着されたスリーブ11にネジ付きプラグ12を嵌め込んで固着している。スリーブの開口に、貫通孔を有し、外周面に雄ネジを形成した雄ネジ付きプラグ部の一端を圧入・嵌合し、嵌合部を溶接すればよい。この際、ネジ付きプラグは、内周面に雌ネジを形成した雌ネジ付きプラグであってもよい。
また、図11では、スリーブ11の端面にネジ付きプラグ13を溶接固着している。プラグのネジ構造及び貫通孔を有している点は、上記と同様である。
Examples of the joining form of the threaded plug include, but are not limited to, embodiments as shown in FIGS. The sleeve and the connecting plug may be integrated. In FIG. 10, a threaded plug 12 is fitted and fixed to a sleeve 11 attached to the tube end of the atypical tube. One end of a plug portion with a male screw having a through hole in the opening of the sleeve and having a male screw formed on the outer peripheral surface may be press-fitted and fitted, and the fitting portion may be welded. In this case, the threaded plug may be a female threaded plug in which a female thread is formed on the inner peripheral surface.
In FIG. 11, a threaded plug 13 is welded and fixed to the end surface of the sleeve 11. The screw structure of the plug and the point having the through hole are the same as described above.

続いて、図10で示された態様でネジ付きプラグが取付けられた連結用ロックボルトの端部構造及び連結態様について説明する。
岩盤に設けられた孔に最初に挿入されるロックボルトは、先端が閉じられ、後端に雄ネジ付きプラグ部が固着されている。また、中間用のロックボルトには、両端にネジ付きプラグ部が固着されている。さらに、後続用のロックボルトには、先端にネジ付きプラグ部が固着され、後端に加圧流体供給源に連結する加圧用スリーブが取付けられている。
Next, the end structure of the connecting lock bolt to which the threaded plug is attached in the mode shown in FIG. 10 and the connecting mode will be described.
The lock bolt initially inserted into the hole provided in the rock is closed at the tip and has a male threaded plug at the rear end. In addition, a threaded plug portion is fixed to both ends of the intermediate lock bolt. Further, a threaded plug portion is fixed to the front end of the lock bolt for subsequent use, and a pressurizing sleeve connected to a pressurized fluid supply source is attached to the rear end.

まず、岩盤に掘削された孔に先頭用のロックボルトを挿入する。続いて、中間用のロックボルトを、このロックボルトの先端に設けたプラグ部を前記先頭用のロックボルト後端のプラグ部に螺合させて、前記先端用ロックボルトの後端に連結し、ロックボルトをさらに孔の奥まで押し込む。この際、図12のように、プラグ12に付けたネジ部が同種で螺合できない場合には、連結補助部品14を用いれば容易に連結可能である。   First, insert the head lock bolt into the hole excavated in the rock. Subsequently, the intermediate lock bolt is connected to the rear end of the front end lock bolt by screwing the plug portion provided at the front end of the lock bolt into the plug portion at the rear end of the front lock bolt, Push the lock bolt further into the hole. At this time, as shown in FIG. 12, when the screw part attached to the plug 12 cannot be screwed in the same type, it can be easily connected by using the connection auxiliary component 14.

必要に応じて中間用のロックボルトをさらに連結した後、最後に後続用ロックボルトを連結する。連結態様は、前記と同様である。
ネジ付きプラグ部は貫通孔を有しているため、先端用ロックボルトの内部空間と中間用ロックボルトの内部空間及び後続用ロックボルトの内部空間は連通している。したがって、後続用ロックボルトの後端に被着された加圧用スリーブからロックボルト膨張用流体が圧入されたとき、何れのロックボルトも同時に膨張される。
If necessary, an intermediate lock bolt is further connected, and finally a subsequent lock bolt is connected. The connection mode is the same as described above.
Since the threaded plug portion has a through hole, the internal space of the tip lock bolt communicates with the internal space of the intermediate lock bolt and the internal space of the subsequent lock bolt. Therefore, when the lock bolt inflating fluid is press-fitted from the pressurizing sleeve attached to the rear end of the subsequent lock bolt, all the lock bolts are simultaneously expanded.

3本のロックボルトを連結することを前提に、3種のロックボルトを作製した。
板厚2.0mmで外径36mm、長さ2mの断面凹型の異形管を用い、一端に内径36mm,外径38.1mm、長さ70mmのスリーブを被着・溶接して封止端を形成した。
他端に同形のスリーブを被着した後、管端に金型を押し込んで開口部を形成した。金型としては、図9に示すような、長手方向が25mmで幅方向が19mmの楕円形断面の円錐部と、長手方向が25mmで幅方向が19mmの楕円形断面で高さ5mmの円柱部からなる金型を用いた。開口部が形成された管端に被着したスリーブの開口に、外径36mm,長さ40mmで、30mmの長さの雄ネジ部を設けたプラグ部を圧入し、圧入部を溶接接合した。なお、このプラグ部には予め直径5mmの貫通孔を穿っている。
Three kinds of lock bolts were produced on the assumption that three lock bolts were connected.
Using a deformed tube with a plate thickness of 2.0 mm, an outer diameter of 36 mm, and a length of 2 m, and a concave section, a sleeve having an inner diameter of 36 mm, an outer diameter of 38.1 mm, and a length of 70 mm is attached and welded to form a sealed end. did.
After the same shaped sleeve was attached to the other end, a mold was pushed into the tube end to form an opening. As the mold, as shown in FIG. 9, a conical portion having an elliptical cross section having a longitudinal direction of 25 mm and a width direction of 19 mm, and a cylindrical portion having an elliptical cross section having a longitudinal direction of 25 mm and a width direction of 19 mm and a height of 5 mm. A mold consisting of was used. A plug portion provided with a male screw portion having an outer diameter of 36 mm, a length of 40 mm, and a length of 30 mm was press-fitted into the opening of the sleeve attached to the tube end where the opening was formed, and the press-fit portion was welded. Note that a through hole having a diameter of 5 mm is formed in the plug portion in advance.

2種目のロックボルトとして、同種の異形管を用い、両端に同形のスリーブを被着した後、両管端に同形の金型を押し込んで開口部を形成した。開口部が形成された管端に被着した両スリーブの開口に、外径36mm、長さ40mmで30mmの長さの雄ネジ部を設けたプラグ部を圧入し、両圧入部を溶接接合した。   The same type of deformed tube was used as the second type of lock bolt, and the same shape sleeve was attached to both ends, and then the same shape mold was pushed into both tube ends to form openings. A plug portion provided with a male screw portion having an outer diameter of 36 mm, a length of 40 mm, and a length of 30 mm was press-fitted into the openings of both sleeves attached to the pipe ends where the openings were formed, and both the press-fit portions were welded and joined. .

3種目のロックボルトとして、同種の異形管を用い、先端に同形のスリーブを被着した後、管端に同形の金型を押し込んで開口部を形成した。開口部が形成された管端に被着したスリーブの開口に、外径36mm、長さ40mmで30mmの長さの雄ネジ部を設けたプラグ部を圧入し、両圧入部を溶接接合した。開口部を形成していない側に同形のスリーブを被着・溶接した後、注水孔を穿って従来と同様の加圧流体供給端を形作った。
このようにして作製した3本のロックボルトを、図12のように、内周面に雌ネジを形成した連結補助部品を用いて連結し、後端ロックボルトの注水用スリーブから水を圧送してロックボルトを膨張させたところ、連結部周辺を変形させることなく、3本のロックボルトが均一に膨張された。
The same type of deformed pipe was used as the third type of lock bolt, and the same shape sleeve was attached to the tip, and then the same shape mold was pushed into the end of the pipe to form an opening. A plug portion provided with a male screw portion having an outer diameter of 36 mm, a length of 40 mm, and a length of 30 mm was press-fitted into the opening of the sleeve attached to the tube end where the opening was formed, and both the press-fit portions were welded. After the same sleeve was attached and welded to the side where the opening was not formed, a water injection hole was drilled to form a pressurized fluid supply end similar to the conventional one.
As shown in FIG. 12, the three lock bolts thus manufactured are connected using a connection auxiliary part having an internal thread formed on the inner peripheral surface, and water is pumped from the water injection sleeve of the rear end lock bolt. When the lock bolts were expanded, the three lock bolts were uniformly expanded without deforming the periphery of the connecting portion.

鋼管製ロックボルトを膨張させて地盤を補強する態様を説明する図The figure explaining the aspect which expands a steel pipe lock bolt and reinforces the ground 拡管前と、拡管後の圧力のかかり方を説明する図Diagram explaining how to apply pressure before and after pipe expansion ロックボルトを連結して使用する態様を説明する図The figure explaining the aspect which connects and uses a lock bolt 従来のロックボルト連結態様を説明する図The figure explaining the conventional lock bolt connection mode 異形管の管端を溶接封止する際の溶接必要箇所を説明する図The figure explaining the welding required part at the time of welding sealing the pipe end of a deformed pipe 本発明で形成する管端開口部の形状と溶接必要箇所を説明する図The figure explaining the shape of a pipe end opening part formed by this invention, and a welding required location 従来例と本発明例とで、ロックボルト加圧膨張時の引張応力の違いを説明する図The figure explaining the difference in the tensile stress at the time of lock bolt pressurization expansion in the conventional example and the present invention example 異形管の断面形状と開口部形成位置を説明する図The figure explaining the cross-sectional shape and opening formation position of a deformed pipe 開口部形成用金型形状を説明する図The figure explaining the mold shape for opening part formation ネジ付きプラグ部をスリーブ内に嵌め込んだロックボルトの端部構造を説明する図The figure explaining the end part structure of the lock bolt which inserted the plug part with the screw in the sleeve ネジ付きプラグ部をスリーブ端部に溶接接続したロックボルトの端部構造を説明する図The figure explaining the end part structure of the lock bolt which welded and connected the plug part with the screw to the sleeve end part 本発明の鋼管膨張型ロックボルトを用いた連結態様を説明する図The figure explaining the connection mode using the steel pipe expansion type lock bolt of the present invention

Claims (3)

膨張用凹部が形成された異形管からなり、先端が閉じられているとともに、スリーブが被着された他端に、当該端部の凹部を形作る壁がつづら状に折り曲げられて互いに当接するまでに持ち上げられて変形させて形作られた前記異形管の内部と繋がる開口部が設けられ、上記凹部壁のつづら状壁当接部を含め異型管端部がスリーブ内壁に溶接接合されていることを特徴とする連結用鋼管膨張型ロックボルト。   It consists of a deformed tube with an inflating recess, the tip is closed, and the wall that forms the recess at the end is folded into a zigzag shape at the other end where the sleeve is attached, until they come into contact with each other An opening connected to the inside of the deformed pipe formed by being lifted and deformed is provided, and the end of the deformed pipe including the serpentine wall abutting portion of the concave wall is welded to the inner wall of the sleeve. Steel pipe expansion lock bolt for connecting. 膨張用凹部が形成された異形管からなり、スリーブが被着された両端に、当該端部の凹部を形作る壁がつづら状に折り曲げられて互いに当接するまでに持ち上げられて変形させて形作られた前記異形管の内部と繋がる開口部が設けられ、上記凹部壁のつづら状壁当接部を含め異型管端部がスリーブ内壁に溶接接合されていることを特徴とする連結用鋼管膨張型ロックボルト。   It consists of a deformed tube with an indentation recess, and the walls that form the recess at the end are folded into a zigzag shape at both ends where the sleeve is attached and lifted and deformed until they come into contact with each other. A steel pipe expansion lock bolt for connection comprising an opening portion connected to the inside of the deformed tube, and an end portion of the deformed tube including a serpentine wall contact portion of the recessed wall welded to the inner wall of the sleeve . 膨張用凹部が形成された異形管からなり、スリーブが被着された一端に、当該端部の凹部を形作る壁がつづら状に折り曲げられて互いに当接するまでに持ち上げられて変形させて形作られた前記異形管の内部と繋がる開口部が設けられ、上記凹部壁のつづら状壁当接部を含め異型管端部がスリーブ内壁に溶接接合されているとともに、他端に加圧流体供給源に連結する加圧用スリーブが取付けられていることを特徴とする連結用鋼管膨張型ロックボルト。   It consists of a deformed tube formed with a recess for expansion, and is shaped by being lifted and deformed at one end where the sleeve is attached until the wall forming the recess at the end is bent into a zigzag shape and abutted against each other An opening connected to the inside of the deformed tube is provided, and the end of the deformed tube including the serpentine wall contact portion of the concave wall is welded to the inner wall of the sleeve and connected to the pressurized fluid supply source at the other end A connecting steel pipe expansion type lock bolt, wherein a pressurizing sleeve is attached.
JP2005077569A 2005-03-17 2005-03-17 Steel pipe expansion type lock bolt for connection Withdrawn JP2006257769A (en)

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2014055404A (en) * 2012-09-11 2014-03-27 Kfc Ltd Expansion deformed steel pipe and method for producing the same
JP2016142105A (en) * 2015-02-04 2016-08-08 株式会社ケー・エフ・シー Rock bolt material pipe

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2014055404A (en) * 2012-09-11 2014-03-27 Kfc Ltd Expansion deformed steel pipe and method for producing the same
JP2016142105A (en) * 2015-02-04 2016-08-08 株式会社ケー・エフ・シー Rock bolt material pipe

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