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JP4641012B2 - Joint for segment - Google Patents
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JP4641012B2 - Joint for segment - Google Patents

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JP4641012B2
JP4641012B2 JP2006235455A JP2006235455A JP4641012B2 JP 4641012 B2 JP4641012 B2 JP 4641012B2 JP 2006235455 A JP2006235455 A JP 2006235455A JP 2006235455 A JP2006235455 A JP 2006235455A JP 4641012 B2 JP4641012 B2 JP 4641012B2
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joint
segment
key member
male joint
segments
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JP2008057225A (en
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修 須藤
健 鱒渕
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JFE Metal Products and Engineering Inc
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JFE Metal Products and Engineering Inc
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Description

この発明は、セグメント用継手、特に、トンネルをシールド工法により掘進する際に使用する覆工用セグメント同士をワンタッチで結合することができるセグメント用継手に関するものである。   The present invention relates to a joint for a segment, and more particularly to a joint for a segment that can join lining segments used when a tunnel is dug by a shield method with one touch.

シールドトンネル工事用のセグメント同士をワンタッチで結合することができるワンタッチ式継手の一例が特許文献1(特開2003−155896号公報)に開示されている。以下、このワンタッチ式継手を従来継手といい、図面を参照しながら説明する。   An example of a one-touch type joint capable of connecting segments for shield tunnel construction with one touch is disclosed in Japanese Patent Application Laid-Open No. 2003-155896. Hereinafter, this one-touch joint is referred to as a conventional joint and will be described with reference to the drawings.

図10は、結合前の従来継手を示す部分切り欠き斜視図、図11は、結合完了直前の従来継手を示す部分切り欠き斜視図、図12は、従来継手の環状弾性部材を示す部分切り欠き斜視図である。   FIG. 10 is a partially cutaway perspective view showing a conventional joint before joining, FIG. 11 is a partially cutaway perspective view showing the conventional joint just before the completion of joining, and FIG. 12 is a partially cutout showing an annular elastic member of the conventional joint. It is a perspective view.

図10から図12において、11は、棒状雄継手であり、軸方向に間隔をあけて形成された前方および後方くびれ部12A、12Bと、前方および後方くびれ部12A、12Bにより形成された、先細りテーパー状の前方および後方突出部13A、13Bとからなっている。   10 to 12, reference numeral 11 denotes a rod-shaped male joint, which is formed by a front and rear constricted portions 12A and 12B formed at intervals in the axial direction, and a tapered portion formed by front and rear constricted portions 12A and 12B. It consists of tapered front and rear protrusions 13A, 13B.

14は、雄継手11が挿入される円筒状雌継手であり、その内周部に軸方向に間隔をあけて形成された前方および後方環状溝15A、15Bと、前方および後方環状溝15A、15B内に嵌め込まれる前方および後方環状弾性部材16A、16Bと、前方および後方環状弾性部材16A、16B内に装着され、前方および後方環状弾性部材16A、16Bの拡径を保持する前方および後方拡径保持具17A、17Bとからなっている。前方および後方拡径保持具17A、17Bは、雄継手11の挿入により、押し込まれて、前方および後方環状弾性部材16A、16Bから外れるようになっている。この際、後方拡径保持具17Bは、前方拡径保持具17A内に嵌まり込む。   Reference numeral 14 denotes a cylindrical female joint into which the male joint 11 is inserted. The front and rear annular grooves 15A and 15B and the front and rear annular grooves 15A and 15B formed on the inner periphery of the cylindrical female joint at an interval in the axial direction. Front and rear annular elastic members 16A and 16B fitted into the front and rear annular elastic members 16A and 16B, and front and rear enlarged diameter holding members that retain the expanded diameters of the front and rear annular elastic members 16A and 16B. It consists of tools 17A and 17B. The front and rear diameter expanding holders 17A and 17B are pushed in by insertion of the male joint 11, and come out of the front and rear annular elastic members 16A and 16B. At this time, the rear diameter increasing holder 17B is fitted into the front diameter increasing holder 17A.

前方および後方環状弾性部材16A、16Bは、図12に示すように、複数個に分割された、太径の鉄線等からなる環状芯材18と、芯材18の周囲に巻かれた、ばね鋼等からなるコイルスプリング19とからなっている。   As shown in FIG. 12, the front and rear annular elastic members 16 </ b> A and 16 </ b> B are divided into a plurality of annular core members 18 made of large-diameter iron wires and the like, and spring steel wound around the core members 18. It consists of a coil spring 19 composed of, for example.

このように構成されている従来継手によりセグメント同士を、その軸方向に結合するには、図13に示すように、セグメント20の一方の軸方向結合面(S1)に雄継手11を、その突出部13A、13Bを突出させて固定し、他方の軸方向結合面(S2)に雌継手14を固定する。   In order to couple the segments in the axial direction by the conventional joint constructed as described above, as shown in FIG. 13, the male joint 11 is projected on one axial coupling surface (S1) of the segment 20, and the projection The parts 13A and 13B are protruded and fixed, and the female joint 14 is fixed to the other axial coupling surface (S2).

そして、図11に示すように、雄継手11を雌継手14内に挿入する。この際、雄継手11の前方突出部13Aは、後方拡径保持具17Bを押し込み、続いて、前方拡径保持具17Aを押し込む。この際、後方拡径保持具17Bは、前方拡径保持具17A内に嵌まり込む。このようにして、前方および後方拡径保持具17A、17Bが前方および後方環状弾性部材16A、16Bから外れると、前方および後方環状弾性部材16A、16Bは、縮径して雌継手14の前方および後方環状溝15A、15B内に嵌まり込む。この結果、継手部に引き抜き力が作用しても、環状弾性部材16A、16Bがせん断力を受けるので、雄継手11は、雌継手14内から抜け出ず、セグメント20同士が結合される。   Then, as shown in FIG. 11, the male joint 11 is inserted into the female joint 14. At this time, the front projecting portion 13A of the male joint 11 pushes the rear diameter increasing holder 17B, and subsequently pushes the front diameter increasing holder 17A. At this time, the rear diameter increasing holder 17B is fitted into the front diameter increasing holder 17A. In this way, when the front and rear enlarged diameter holders 17A and 17B are disengaged from the front and rear annular elastic members 16A and 16B, the front and rear annular elastic members 16A and 16B are reduced in diameter to be in front of the female joint 14 and It fits in the rear annular grooves 15A and 15B. As a result, even if a pulling force acts on the joint portion, the annular elastic members 16A and 16B receive a shearing force, so that the male joint 11 does not come out of the female joint 14 and the segments 20 are joined together.

また、雄継手11のくびれ部と雌継手14の環状溝を、12A、12B、15A、15Bのようにそれぞれ2段設け、雄継手11のくびれ部の間隔と、雌継手14の環状溝の間隔にギャップを設けることによって、製作誤差や施工誤差によりセグメント間に間隔(目開き)が生じても、弾性部材が何れかのくびれ部と環状溝とに係合して、引張りに抗するせん断力が生じるので、セグメント同士を確実に結合することができる。   Further, the constricted portion of the male joint 11 and the annular groove of the female joint 14 are provided in two stages, such as 12A, 12B, 15A, 15B, respectively, and the interval between the constricted portion of the male joint 11 and the interval between the annular grooves of the female joint 14 By providing a gap in the gap, even if a gap (opening) occurs between the segments due to manufacturing errors or construction errors, the elastic member engages with any constricted part and the annular groove to resist the tensile force. As a result, the segments can be reliably connected to each other.

特開2003−155896号公報JP 2003-155896 A

上記従来継手によれば、セグメント20同士をワンタッチで結合することができるが、以下のような問題があった。   According to the conventional joint, the segments 20 can be connected with one touch, but there are the following problems.

(1)前方および後方拡径保持具17A、17Bは、雄継手11の挿入前においては、前方および後方環状弾性部材16A、16Bの収縮力により保持されているので、大きな衝撃や振動がセグメントに作用した場合、前方および後方拡径保持具17A、17Bが外れ、前方および後方環状弾性部材16A、16Bが雌継手14の前方および後方環状溝15A、15Bから脱落する恐れがある。前方および後方環状弾性部材16A、16Bが一旦、脱落すると、その後の雄継手11と雌継手14との結合が行えない。   (1) Since the front and rear diameter expanding holders 17A and 17B are held by the contraction force of the front and rear annular elastic members 16A and 16B before the male joint 11 is inserted, a large impact or vibration is applied to the segment. When it acts, the front and rear diameter expanding holders 17A and 17B may come off, and the front and rear annular elastic members 16A and 16B may fall off the front and rear annular grooves 15A and 15B of the female joint 14. Once the front and rear annular elastic members 16A and 16B drop off, the subsequent male joint 11 and female joint 14 cannot be connected.

(2)雌継手は、構造上の複雑さから鋳造あるいは鍛造により製造するか、棒鋼等から旋盤加工および切削加工を施すことにより製造される。鋳造あるいは鍛造により製造する場合には、専用の金型が必要となる。棒鋼から製造する場合には、旋盤等で外形を形成し、内周部の孔明け加工、さらに、内周部に設けられる前方および後方の環状溝加工が必要となり、製造工程が煩雑となる。前方および後方の環状溝は、鋳造により鋳抜く他、切削加工により形成する方法もあるが、全周に亘って環状弾性部材より大きい幅で精度良く形成しなければならない。このように、雌継手を鋳造あるいは鍛造により製造する場合には、金型にコストがかかり、棒鋼から製造する場合にも加工が煩雑となり製造コストがかかる。   (2) The female joint is manufactured by casting or forging due to its structural complexity, or by performing lathe processing and cutting processing from a steel bar or the like. In the case of manufacturing by casting or forging, a dedicated die is required. When manufacturing from a steel bar, the outer shape is formed with a lathe or the like, drilling of the inner peripheral portion, and forward and rear annular grooves provided in the inner peripheral portion are required, which complicates the manufacturing process. The front and rear annular grooves may be formed by cutting or casting, but they must be formed with a larger width than the annular elastic member over the entire circumference. As described above, when the female joint is manufactured by casting or forging, the mold is costly, and when it is manufactured from the steel bar, the processing is complicated and the manufacturing cost is increased.

(3)環状弾性部材16A、16Bの製造にコストがかかる。すなわち、環状弾性部材16A、16Bは、図12に示すように、コイルスプリング19内に複数個の芯材18を通し、コイルスプリング19の端部同士を連結することによって製造される。そして、コイルスプリング19の端部同士の連結は、コイルスプリング19の片側端部を絞り込み、所要量だけねじ戻した状態で他方の端部に挿入し、ねじ戻し量だけ解放してねじ込むことによって行われるが、芯材18がある関係で、この作業は、煩雑であり、結果的に環状弾性部材16A、16Bの製造にコストがかかる。   (3) Cost is required to manufacture the annular elastic members 16A and 16B. That is, as shown in FIG. 12, the annular elastic members 16 </ b> A and 16 </ b> B are manufactured by passing a plurality of core members 18 through the coil spring 19 and connecting the ends of the coil spring 19. The ends of the coil spring 19 are connected to each other by narrowing the one end of the coil spring 19 and inserting it into the other end in a state where it is unscrewed by a required amount, and releasing and screwing in the unscrewed amount. However, this work is complicated due to the presence of the core material 18, and as a result, the production of the annular elastic members 16 </ b> A and 16 </ b> B is costly.

従って、この発明の目的は、セグメント同士をワンタッチで強固に結合することができ、また、セグメントに大きな衝撃や振動が作用しても、セグメント同士の結合が行えなくなるといった問題がなく、しかも、安価に製造することができるセグメント用継手を提供することにある。   Therefore, the object of the present invention is that the segments can be firmly coupled with one touch, and there is no problem that the segments cannot be coupled even if a large impact or vibration is applied to the segments, and the cost is low. An object of the present invention is to provide a joint for a segment that can be manufactured.

この発明は、上述の目的を達成するためになされたものであって、下記を特徴とするものである。   The present invention has been made to achieve the above-described object, and is characterized by the following.

請求項1記載の発明は、シールドトンネル工事用のセグメント同士を結合する、雄継手と、前記雄継手が挿入される雌継手とからなるセグメント用継手において、前記雄継手は、棒状をなし、1つの段部が形成されたくびれ部と、先細りテーパー状の先端部とを有し、前記雌継手は、切り込みが形成された管状本体と、前記切り込み内に嵌め込まれるキー部材と、前記キー部材に、これを前記切り込み内に入り込ませる押し付け力を付与する押し付け力付与手段とを備え、前記段部は、前記雄継手の前記先端部側に形成されていることに特徴を有するものである。   The invention according to claim 1 is a joint for a segment including a male joint for joining segments for shield tunnel construction and a female joint into which the male joint is inserted. The male joint has a rod shape, A constricted portion formed with two stepped portions, and a tapered end portion, and the female joint includes a tubular body formed with a cut, a key member fitted into the cut, and the key member. And a pressing force applying means for applying a pressing force for allowing the step to enter the notch, wherein the step portion is formed on the tip end side of the male joint.

請求項2記載の発明は、シールドトンネル工事用のセグメント同士を結合する、雄継手と、前記雄継手が挿入される雌継手とからなるセグメント用継手において、前記雄継手は、棒状をなし、複数個の段部が形成されたくびれ部と、先細りテーパー状の先端部とを有し、前記雌継手は、切り込みが形成された管状本体と、前記切り込み内に嵌め込まれるキー部材と、前記キー部材に、これを前記切り込み内に入り込ませる押し付け力を付与する押し付け力付与手段とを備え、前記段部の高さは、前記雄継手の前記先端部側に向かうに従って高く形成されていることに特徴を有するものである。   The invention according to claim 2 is a joint for a segment including a male joint for joining segments for shield tunnel construction and a female joint into which the male joint is inserted. A neck portion formed with a plurality of stepped portions, and a tapered end portion, and the female joint includes a tubular body formed with a cut, a key member fitted into the cut, and the key member And a pressing force applying means for applying a pressing force for entering the notch into the notch, and the height of the stepped portion is formed to be higher toward the tip end side of the male joint. It is what has.

請求項3記載の発明は、請求項1または2記載の発明において、前記雌継手の前記切り込みは、対向して一対形成されていることに特徴を有するものである。   The invention described in claim 3 is characterized in that, in the invention described in claim 1 or 2, a pair of the cuts of the female joint are formed to face each other.

請求項4記載の発明は、請求項1から3の何れか1つに記載の発明において、前記キー部材は、棒状部材からなっていることに特徴を有するものである。   A fourth aspect of the invention is characterized in that, in the invention according to any one of the first to third aspects, the key member is formed of a rod-shaped member.

請求項5記載の発明は、請求項1から4の何れか1つに記載の発明において、前記押し付け力付与手段は、弾性体からなっていることに特徴を有するものである。   The invention according to claim 5 is characterized in that, in the invention according to any one of claims 1 to 4, the pressing force applying means is made of an elastic body.

請求項6記載の発明は、請求項5記載の発明において前記弾性体は、コイルばね、板ばねまたはゴムバンドからなっていることに特徴を有するものである。   The invention described in claim 6 is characterized in that, in the invention described in claim 5, the elastic body comprises a coil spring, a leaf spring or a rubber band.

この発明によれば、セグメント同士をワンタッチで強固に結合することができ、また、従来継手のように、セグメントに大きな衝撃や振動が作用しても、セグメント同士の結合が行えなくなるといった問題がなく、しかも、安価に製造することができる。   According to this invention, the segments can be firmly coupled with one touch, and there is no problem that the segments cannot be coupled even if a large impact or vibration is applied to the segments as in the conventional joint. Moreover, it can be manufactured at a low cost.

次に、この発明のセグメント用継手の一実施態様を、図面を参照しながら説明する。   Next, one embodiment of the segment joint of the present invention will be described with reference to the drawings.

図1は、この発明のセグメント用継手を示す斜視図、図2は、他の形状の雄継手を示す斜視図、図3は、この発明の継手が取り付けられたセグメントを示す斜視図、図4は、この発明のセグメント用継手による結合工程を示す断面図であり、同図(A)は、結合前の状態を示す断面図、同図(B)は、くびれ部の段部にキー部材が入り込んだ状態を示す断面図、同図(C)は、結合が完了した状態を示す断面図である。   1 is a perspective view showing a joint for a segment of the present invention, FIG. 2 is a perspective view showing a male joint of another shape, FIG. 3 is a perspective view showing a segment to which the joint of the present invention is attached, and FIG. These are sectional drawings which show the coupling | bonding process by the joint for segments of this invention, The figure (A) is sectional drawing which shows the state before coupling | bonding, The figure (B) shows a key member in the step part of a constriction part. Sectional drawing which shows the state which entered, The same figure (C) is sectional drawing which shows the state which coupling | bonding was completed.

図1において、1は、棒状雄継手であり、くびれ部2と、先細りテーパー状の先端部3とからなっている。くびれ部2は、この中の先端部側3に形成された1つの段部4によって、2段に形成されている。雄継手1の挿入方向上流側のくびれ部を2A、下流側のくびれ部を2Bで示す。なお、段部4を複数個、形成しても良い。これについては後述する。雄継手1は、丸棒鋼を旋盤加工することによって容易に製造することができる。雄継手1の段部2Aが形成されたくびれ部2は、雄継手1の全周に形成しなくても、図2に示すように、雄継手1の一部に形成しても良い。   In FIG. 1, reference numeral 1 denotes a rod-shaped male joint, which includes a constricted portion 2 and a tapered tapered tip portion 3. The constricted portion 2 is formed in two steps by one step portion 4 formed on the tip end side 3 in this. The constriction part on the upstream side in the insertion direction of the male joint 1 is indicated by 2A, and the constriction part on the downstream side is indicated by 2B. A plurality of step portions 4 may be formed. This will be described later. The male joint 1 can be easily manufactured by turning a round steel bar. The constricted portion 2 in which the step 2A of the male joint 1 is formed may not be formed on the entire circumference of the male joint 1, but may be formed on a part of the male joint 1 as shown in FIG.

5は、雄継手1が挿入される雌継手であり、外周部に切り込み6が形成された鋼管製本体7と、切り込み6内に嵌め込まれるキー部材8と、キー部材8に、これを切り込み6に入り込ませる押し付け力を付与する押し付け力付与手段としての弾性体9とからなっている。弾性体9は、コイルばね、板ばねまたはゴムバンド等であっても良い。この例では、弾性体9は、キー部材8の両端に固定された引っ張りコイルばねからなっている。   Reference numeral 5 denotes a female joint into which the male joint 1 is inserted. The steel pipe main body 7 in which a cut 6 is formed in the outer peripheral portion, a key member 8 fitted in the cut 6, and the key member 8 are cut into 6 It consists of an elastic body 9 as a pressing force applying means for applying a pressing force to enter. The elastic body 9 may be a coil spring, a leaf spring, a rubber band, or the like. In this example, the elastic body 9 is composed of a tension coil spring fixed to both ends of the key member 8.

切り込み6は、本体7に対向して2つ形成されている。切り込み6は、雄継手1が挿入される前は、キー部材8を所定間隔に保持し、雄継手挿入時には、キー部材8を雄継手1に弾性体9により押さえ付け、雄継手1の形状に応じたキー部材8の接近、離間移動のガイドの役目を有している。従って、切り込み6の深さは、この役目が発揮されるように適宜設定する。   Two cuts 6 are formed facing the main body 7. The notch 6 holds the key member 8 at a predetermined interval before the male joint 1 is inserted. When the male joint is inserted, the key member 8 is pressed against the male joint 1 by the elastic body 9 so that the shape of the male joint 1 is obtained. It serves as a guide for the approaching and separating movement of the corresponding key member 8. Therefore, the depth of the cut 6 is appropriately set so that this role is exhibited.

キー部材8は、棒鋼からなっていて、この棒鋼に、継手部に引張り力が作用したときのせん断力がかかる。従って、棒鋼は、このせん断力に十分に対抗できる強度を有している。棒鋼は、せん断力に応じて適宜、その材質、断面積等により設計することができる。キー部材8は、本体7のキー部材8内に、弾性力9の押し付け力により本体7の内側に向けてお互いに引き付けられることによって互いの間隔が保持される。   The key member 8 is made of a steel bar, and a shearing force is applied to the steel bar when a tensile force acts on the joint. Therefore, the steel bar has a strength that can sufficiently counter this shearing force. The steel bar can be designed with the material, cross-sectional area and the like as appropriate according to the shearing force. The key members 8 are attracted to each other toward the inside of the main body 7 by the pressing force of the elastic force 9 in the key member 8 of the main body 7, so that the distance between them is maintained.

このように、雌継手5は、切り込み6を形成した鋼管製本体7と、これらの切り込み6に入り込み、継手部に引張り力が作用したときのせん断力を受ける棒鋼からなるキー部材8と、このキー部材8に設ける弾性体9とによる簡単な構造からなるので、安価に製造することができる。すなわち、本体7には、継手部に引張り力が作用したとき、キー部材8にせん断力が働くのと同時に切り込み6にキー部材8により支圧応力がかかるので、本体7としては、支圧応力に抵抗できる材質および板厚を有する市販の鋼管等を用いることができる。   As described above, the female joint 5 includes a steel pipe main body 7 in which the notch 6 is formed, a key member 8 made of a bar steel that enters the notches 6 and receives a shearing force when a tensile force acts on the joint portion, Since it consists of a simple structure with the elastic body 9 provided in the key member 8, it can be manufactured at low cost. That is, when a tensile force is applied to the joint portion of the main body 7, a shearing force is applied to the key member 8, and simultaneously, a support stress is applied to the notch 6 by the key member 8. A commercially available steel pipe or the like having a material and a plate thickness capable of resisting resistance can be used.

本体7に形成する切り込みは、外周部の一部に設けるだけで良く、加工が簡単である。キー部材8は、継手部に引張り力が作用したときのせん断力に抵抗できる材質および断面であれば良く、市販材の棒鋼を長手方向に必要な長さで切断することによって製造することができる。弾性体9は、所定の押し込み力を付与できるものであれば良く、市販材のコイルばね等を使用することができ、複雑な加工を必要としない。   The cut formed in the main body 7 may be provided only in a part of the outer peripheral portion, and the processing is simple. The key member 8 may be any material and cross section that can resist the shearing force when a tensile force acts on the joint, and can be manufactured by cutting a commercially available steel bar to a required length in the longitudinal direction. . The elastic body 9 only needs to be able to apply a predetermined pushing force, and a commercially available coil spring or the like can be used, and complicated processing is not required.

このように、鋼管製本体、キー部材および弾性体は、市販材をベースにして製造することができ、加工が少ないので、安価に製造することができる。   As described above, the steel pipe main body, the key member, and the elastic body can be manufactured on the basis of a commercially available material, and can be manufactured at low cost because of less processing.

このように構成されている、この発明のセグメント継手によれば、以下のようにして、セグメント同士が結合される。   According to the segment joint of this invention comprised in this way, segments are couple | bonded as follows.

図3に示すように、セグメント10の一方の軸方向結合面(S1)に雄継手1を、その先端部3を突出させて固定し、他方の軸方向結合面(S2)に雌継手5を固定する。この例のように鋼製セグメントの場合には、両継手1および5は、継手板(P)に固定する(図4参照)。この場合、雌継手5側の継手板(P)には、雄継手1の挿入口を設けることは勿論である。   As shown in FIG. 3, the male joint 1 is fixed to one axial coupling surface (S1) of the segment 10, the tip 3 is projected and fixed, and the female joint 5 is coupled to the other axial coupling surface (S2). Fix it. In the case of a steel segment as in this example, both joints 1 and 5 are fixed to a joint plate (P) (see FIG. 4). In this case, it goes without saying that the insertion port for the male joint 1 is provided in the joint plate (P) on the female joint 5 side.

そして、図4(A)に示すように、一方のセグメント10Aに他方のセグメント10Bを接近させて、雄継手1の雌継手5内への挿入を開始する。挿入開始後、同図(B)に示すように、キー部材8が雄継手1の先端部3によって、弾性体9としての引っ張りコイルばねの弾性力に抗して押し広げられた後、弾性力により元の状態に復帰して、上流側くびれ部2Aに入り込む。この状態で雄継手1の雌継手5内への挿入が終わっても、キー部材8が上流側くびれ部2Aに入り込んで、先端部3と係合するので、継手間に引張力が作用しても、セグメント10A、10Bの結合が解除される恐れはない。なお、この場合には、セグメント10A、10B間に若干の隙間があく。   Then, as shown in FIG. 4A, the other segment 10B is brought closer to one segment 10A, and insertion of the male joint 1 into the female joint 5 is started. After the start of insertion, as shown in FIG. 4B, the key member 8 is pushed and spread against the elastic force of the tension coil spring as the elastic body 9 by the tip 3 of the male joint 1, and then the elastic force To return to the original state and enter the constricted portion 2A on the upstream side. Even if the insertion of the male joint 1 into the female joint 5 is finished in this state, the key member 8 enters the upstream constricted portion 2A and engages with the distal end portion 3, so that a tensile force acts between the joints. However, there is no fear that the segments 10A and 10B are uncoupled. In this case, there is a slight gap between the segments 10A and 10B.

さらに挿入が進むと、同図(C)に示すように、キー部材8は、下流側くびれ部2Bに入り込んで、セグメント10A、10Bが完全に結合される。キー部材8が下流側くびれ部2Bに入り込むと、キー部材8は、段部4と係合するので、継手間に引張力が作用しても、セグメント10A、10Bの結合が解除される恐れはない。   When the insertion further proceeds, as shown in FIG. 3C, the key member 8 enters the downstream constricted portion 2B, and the segments 10A and 10B are completely coupled. When the key member 8 enters the downstream constricted portion 2B, the key member 8 engages with the stepped portion 4, so that even if a tensile force acts between the joints, there is a possibility that the coupling of the segments 10A and 10B is released. Absent.

上記結合工程を、図4の一部拡大図である図5を参照してさらに説明する。   The coupling process will be further described with reference to FIG. 5 which is a partially enlarged view of FIG.

図5(A)は、キー部材8が段部4と係合していない状態であり、同図(B)は、キー部材8が段部4の上流側くびれ部2Aに入り込んで係合した状態であり、この状態では、矢印方向の引張り力が作用しても、セグメント10A、10B間の隙間(g)は、更に広がることなく、すなわち、目開きすることなくセグメント同士が結合される。   FIG. 5A shows a state in which the key member 8 is not engaged with the step portion 4, and FIG. 5B shows that the key member 8 enters the upstream constriction portion 2A of the step portion 4 and engages therewith. In this state, even if a tensile force in the direction of the arrow acts, the gap (g) between the segments 10A and 10B does not further spread, that is, the segments are joined without opening.

隙間(g)は、例えば、芯ずれ、砂等の介在による施工誤差、あるいは、セグメントの製作誤差により生じ、これ以上セグメントを押し込めない。   The gap (g) is caused by, for example, a construction error due to misalignment, sand or the like, or a segment manufacturing error, and the segment cannot be pushed any further.

セグメント10A、10B間が施工誤差や製作誤差等により隙間(g)が生じない場合には、同図(C)に示すように、キー部材8が上流側くびれ部2Bに入り込んで係合し、図中、矢印方向の引張り力が作用しても、セグメント10A、10Bは、目開きすることなく結合される。   When the gap (g) does not occur between the segments 10A and 10B due to construction errors or manufacturing errors, the key member 8 enters the upstream constricted portion 2B and engages as shown in FIG. In the figure, even if a tensile force in the direction of the arrow acts, the segments 10A and 10B are joined without opening.

次に、雄継手1に段部4を設けない場合の結合工程について、図6を参照しながら説明する。   Next, a joining process in the case where the male joint 1 is not provided with the stepped portion 4 will be described with reference to FIG.

施工誤差や製作誤差等により隙間(g)を設定し、セグメント同士が結合できるようにくびれ部2を形成する。図6(A)は、キー部材8がくびれ部2と係合していない状態であり、同図(B)は、キー部材8がくびれ部2に入り込んで係合した状態であり、この状態では、図中、矢印方向の引張り力が作用しても、セグメント10A、10B間の隙間(g)は、更に広がることなく、すなわち、目開きすることなくセグメント同士が結合される。この場合は、この発明のように、段部を設けた場合と同じ作用をする。   The gap (g) is set by construction error, manufacturing error, etc., and the constricted portion 2 is formed so that the segments can be coupled to each other. 6A shows a state in which the key member 8 is not engaged with the constricted portion 2, and FIG. 6B shows a state in which the key member 8 enters and engages with the constricted portion 2, and this state. In the figure, even if a tensile force in the direction of the arrow acts, the gap (g) between the segments 10A and 10B does not further spread, that is, the segments are joined without opening. In this case, as in the present invention, the same effect is obtained as when the step portion is provided.

しかし、施工誤差や製作誤差等による隙間(g)が生じない場合には、同図(C)に示すように、図中、矢印方向の引張り力が作用すると、同図(D)に示すように、目開きが生じる。   However, when the gap (g) due to construction error, production error, etc. does not occur, as shown in the figure (C), when a tensile force in the direction of the arrow acts in the figure, as shown in the figure (D). Opening occurs.

上記隙間(g)は、現場の状況(土圧、土質、線形等)やセグメントの形状および材質等から適宜、設定し、くびれ部および段部を設計する。後述する、複数個の段部を設ける場合も同様に、数段階の設計誤差や製作誤差に基づいて設計する。   The gap (g) is appropriately set according to the situation at the site (earth pressure, soil quality, linearity, etc.), the shape and material of the segment, and the constricted portion and stepped portion are designed. Similarly, when a plurality of steps are provided, which will be described later, the design is based on several stages of design errors and manufacturing errors.

このように、製作誤差や施工誤差によりセグメント間に隙間(目開き)が生じた場合であっても、キー部材8には、引っ張りによるせん断力が生じ、セグメント同士を確実に結合することができる。   As described above, even when a gap (opening) is generated between the segments due to a manufacturing error or a construction error, a shearing force is generated in the key member 8 by pulling, so that the segments can be reliably coupled to each other. .

この発明の継手によれば、このようにして、セグメント10A、10B同士が結合されるが、上述したように、雌継手5は、切り込み6を形成した鋼管製本体7と、これらの切り込みに6に入り込み、継手部に引張り力が作用したときのせん断力を受ける棒鋼からなるキー部材8と、このキー部材8に設けるコイルばね等からなる弾性体9とによる簡単な構造からなるので、複雑な構造の上記従来継手に比べて、継手の製造コストを低減させることができる。しかも、上記従来継手のように、セグメントに大きな衝撃や振動が作用しても、キー部材8は、これらが弾性体9により鋼管製本体7の切り込み6に強く押し付けられているので、本体7から脱落する恐れはなく、この結果、セグメント同士の結合が行えなくなるといった問題は起こらない。なお、本体7の内面と雄継手1の最大外径とにより形成される空隙により、セグメント結合時の芯ずれを吸収することができる。この空隙は、適宜、設定することができる。   According to the joint of the present invention, the segments 10A and 10B are thus joined to each other. As described above, the female joint 5 includes the steel pipe main body 7 in which the cuts 6 are formed, and the cuts 6 Since it has a simple structure with a key member 8 made of steel bar that receives shearing force when a tensile force acts on the joint portion, and an elastic body 9 made of a coil spring or the like provided on the key member 8, it is complicated. The manufacturing cost of the joint can be reduced as compared with the conventional joint having the structure. Moreover, even if a large impact or vibration is applied to the segment as in the conventional joint, the key member 8 is strongly pressed against the notch 6 of the steel pipe main body 7 by the elastic body 9. There is no fear of dropping off, and as a result, there is no problem that the segments cannot be joined. The gap formed by the inner surface of the main body 7 and the maximum outer diameter of the male joint 1 can absorb misalignment during segment coupling. This void can be set as appropriate.

以上は、この発明を鋼製セグメントに適用した場合であるが、コンクリートセグメント、あるいは、鋼材とコンクリートとの合成セグメントに適用することができる。コンクリートセグメントの場合には、図7に示すように、雌継手5の周囲をボックス21で覆う必要がある。   The above is the case where the present invention is applied to a steel segment, but it can be applied to a concrete segment or a composite segment of steel and concrete. In the case of a concrete segment, it is necessary to cover the periphery of the female joint 5 with a box 21 as shown in FIG.

この発明の継手により、矩形セグメントを結合する場合には、図8に示すように、雄継手1を角形棒鋼により構成し、雌継手5を角鋼管により構成すると良い。   When the rectangular segments are joined by the joint of the present invention, as shown in FIG. 8, the male joint 1 may be made of a square steel bar and the female joint 5 may be made of a square steel pipe.

以上は、雄継手1のくびれ部2を1つの段部4によって2段に形成した場合であるが、段部4を複数個設けても良い。図9に、段部4を2つ設けた例を示す。この場合、くびれ部2は、3つのくびれ部に形成される。くびれ部の数が多くなるほど、セグメント同士の結合間隔の微調整が可能となる。   The above is a case where the constricted portion 2 of the male joint 1 is formed in two steps by one step portion 4, but a plurality of step portions 4 may be provided. FIG. 9 shows an example in which two step portions 4 are provided. In this case, the constricted part 2 is formed in three constricted parts. As the number of constricted portions increases, the coupling interval between segments can be finely adjusted.

この発明のセグメント用継手を示す斜視図である。It is a perspective view which shows the joint for segments of this invention. 他の形状の雄継手を示す斜視図である。It is a perspective view which shows the male joint of another shape. この発明の継手が取り付けられたセグメントを示す斜視図である。It is a perspective view which shows the segment to which the coupling of this invention was attached. この発明のセグメント用継手による結合工程を示す断面図であり、同図(A)は、結合前の状態を示す断面図、同図(B)は、くびれ部の段部にキー部材が入り込んだ状態を示す断面図、同図(C)は、結合が完了した状態を示す断面図である。この発明のセグメント用継手を示す斜視図である。It is sectional drawing which shows the coupling | bonding process by the joint for segments of this invention, The figure (A) is sectional drawing which shows the state before coupling | bonding, The figure (B) is that the key member entered the step part of the constriction part. Sectional drawing which shows a state, The figure (C) is sectional drawing which shows the state which coupling | bonding was completed. It is a perspective view which shows the joint for segments of this invention. 図4の一部拡大図であり、同図(A)は、キー部材が段部と係合していない状態であり、同図(B)は、キー部材が段部の上流側くびれ部に入り込んで係合した状態であり、同図(C)は、キー部材が段部の下流側くびれ部に入り込んで係合した状態である。FIG. 5 is a partially enlarged view of FIG. 4. FIG. 4A shows a state where the key member is not engaged with the stepped portion, and FIG. FIG. 5C shows a state in which the key member enters and engages with the constricted portion on the downstream side of the stepped portion. 雄継手に段部を設けない場合の結合工程を示す図であり、同図(A)は、キー部材がくびれ部と係合していない状態であり、同図(B)は、キー部材がくびれ部に入り込んで係合した状態であり、同図(C)は、施工誤差や製作誤差等による隙間(g)が生じない場合の結合状態であり、同図(D)は、目開きが生じた状態である。It is a figure which shows the coupling | bonding process when not providing a step part in a male coupling, The figure (A) is a state which is not engaging with a constriction part, The figure (B) is a state where a key member is The constricted part is in the engaged state. FIG. (C) is a combined state when no gap (g) due to construction error or manufacturing error occurs, and FIG. It is a state that has occurred. この発明のセグメント用継手をコンクリートセグメントに適用した場合の断面図である。It is sectional drawing at the time of applying the joint for segments of this invention to a concrete segment. この発明の継手を矩形セグメントに適用した場合の雄継手および雌継手を示す斜視図である。It is a perspective view which shows the male joint and female joint at the time of applying the joint of this invention to a rectangular segment. くびれ部に2つの段部を設けた、この発明の雄継手を示す断面図である。It is sectional drawing which shows the male coupling of this invention which provided two step parts in the constriction part. 結合前の従来継手を示す部分切り欠き斜視図である。It is a partial notch perspective view which shows the conventional coupling before coupling | bonding. 結合完了直前の従来継手を示す部分切り欠き斜視図である。It is a partial notch perspective view which shows the conventional coupling just before completion | finish of coupling | bonding. 従来継手の環状弾性部材を示す部分切り欠き斜視図である。It is a partial notch perspective view which shows the cyclic | annular elastic member of the conventional joint. 従来継手が取り付けられたセグメントを示す斜視図である。It is a perspective view which shows the segment to which the conventional coupling was attached.

符号の説明Explanation of symbols

1:雄継手
2:くびれ部
2A:上流側くびれ部
2B:下流側くびれ部
3:先端部
4:段部
5:雌継手
6:切り込み
7:本体
8:キー部材
9:弾性体
10:セグメント
10A:一方のセグメント
10B:他方のセグメント
21:ボックス
11:雄継手
12A:前方くびれ部
12B:後方くびれ部
13A:前方突出部
13B:後方突出部
14:雌継手
15A:前方環状溝
15B:後方環状溝
16A:前方環状弾性部材
16B:後方環状弾性部材
17A:前方拡径保持具
17B:後方拡径保持具
18:芯材
19:コイルスプリング
20:セグメント
21:ボックス
1: male joint 2: constricted portion 2A: upstream constricted portion 2B: downstream constricted portion 3: distal end portion 4: stepped portion 5: female joint 6: notch 7: main body 8: key member 9: elastic body 10: segment 10A : One segment 10B: the other segment 21: box 11: male joint 12A: front constricted portion 12B: rear constricted portion 13A: front projecting portion 13B: rear projecting portion 14: female joint 15A: front annular groove 15B: rear annular groove 16A: Front annular elastic member 16B: Rear annular elastic member 17A: Front enlarged diameter holder 17B: Rear enlarged diameter holder 18: Core material 19: Coil spring 20: Segment 21: Box

Claims (6)

シールドトンネル工事用のセグメント同士を結合する、雄継手と、前記雄継手が挿入される雌継手とからなるセグメント用継手において、
前記雄継手は、棒状をなし、1つの段部が形成されたくびれ部と、先細りテーパー状の先端部とを有し、前記雌継手は、切り込みが形成された管状本体と、前記切り込み内に嵌め込まれるキー部材と、前記キー部材に、これを前記切り込み内に入り込ませる押し付け力を付与する押し付け力付与手段とを備え、前記段部は、前記雄継手の前記先端部側に形成されていることを特徴とするセグメント用継手。
In a joint for a segment consisting of a male joint for joining segments for shield tunnel construction, and a female joint into which the male joint is inserted,
The male joint has a rod shape and has a constricted portion in which one step portion is formed and a tapered tapered tip portion, and the female joint has a tubular body in which a cut is formed, and in the cut. A key member to be fitted; and a pressing force applying means for applying a pressing force to the key member so that the key member is inserted into the notch. The step is formed on the distal end side of the male joint. This is a segment joint.
シールドトンネル工事用のセグメント同士を結合する、雄継手と、前記雄継手が挿入される雌継手とからなるセグメント用継手において、
前記雄継手は、棒状をなし、複数個の段部が形成されたくびれ部と、先細りテーパー状の先端部とを有し、前記雌継手は、切り込みが形成された管状本体と、前記切り込み内に嵌め込まれるキー部材と、前記キー部材に、これを前記切り込み内に入り込ませる押し付け力を付与する押し付け力付与手段とを備え、前記段部の高さは、前記雄継手の前記先端部側に向かうに従って高く形成されていることを特徴とするセグメント用継手。
In a joint for a segment consisting of a male joint for joining segments for shield tunnel construction, and a female joint into which the male joint is inserted,
The male joint has a rod shape, and has a constricted portion formed with a plurality of stepped portions and a tapered tapered tip portion, and the female joint has a tubular body formed with a cut and an inner portion of the cut. And a pressing force applying means for applying a pressing force to the key member so that the key member enters the notch, and the height of the stepped portion is on the tip end side of the male joint. A joint for segments characterized by being formed higher as it goes.
前記雌継手の前記切り込みは、対向して一対形成されていることを特徴とする、請求項1または2記載のセグメント用継手。   The segment joint according to claim 1 or 2, wherein a pair of the cuts of the female joint are formed to face each other. 前記キー部材は、棒状部材からなっていることを特徴とする、請求項1から3の何れか1つに記載のセグメント用継手。   The joint for a segment according to any one of claims 1 to 3, wherein the key member is a rod-shaped member. 前記押し付け力付与手段は、弾性体からなっていることを特徴とする、請求項1から4の何れか1つに記載のセグメント用継手。   The joint for a segment according to any one of claims 1 to 4, wherein the pressing force applying means is made of an elastic body. 前記弾性体は、コイルばね、板ばねまたはゴムバンドからなっていることを特徴とする、請求項5記載のセグメント用継手。   6. The segment joint according to claim 5, wherein the elastic body comprises a coil spring, a leaf spring, or a rubber band.
JP2006235455A 2006-08-31 2006-08-31 Joint for segment Expired - Fee Related JP4641012B2 (en)

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JP4951438B2 (en) * 2007-08-01 2012-06-13 石川島建材工業株式会社 Joint structure
US20200190979A1 (en) * 2018-12-18 2020-06-18 Advantic Llc Polymer liner system and method for lining a vertical shaft
CN119102669B (en) * 2024-07-25 2026-03-17 中铁隧道局集团有限公司 A tunnel shield segment connection structure and its construction method

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