JP6112918B2 - Pipe connection structure for civil works - Google Patents

Pipe connection structure for civil works Download PDF

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JP6112918B2
JP6112918B2 JP2013048786A JP2013048786A JP6112918B2 JP 6112918 B2 JP6112918 B2 JP 6112918B2 JP 2013048786 A JP2013048786 A JP 2013048786A JP 2013048786 A JP2013048786 A JP 2013048786A JP 6112918 B2 JP6112918 B2 JP 6112918B2
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pipe
pipes
connection structure
pipe connection
civil engineering
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JP2014173373A (en
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秀雄 木梨
秀雄 木梨
伊藤 哲
哲 伊藤
寺田 好男
好男 寺田
津留 英司
英司 津留
大輔 三村
大輔 三村
秋生 保田
秋生 保田
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Obayashi Corp
Nippon Steel Corp
Higashio Mech Co Ltd
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Obayashi Corp
Nippon Steel Corp
Higashio Mech Co Ltd
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本発明は、土木工事用パイプ連結構造に関する。   The present invention relates to a pipe connection structure for civil engineering work.

従来、土木工事、例えば地山補強工事等に、用いられるパイプ連結構造としては、パイプの端部の内周面に係止用突起部を突設して、パイプの端部に挿入される円筒状ジョイントの挿入部の外周面に上記突起部が差込まれるL字状溝部が形成され、L字状溝部に突起部を差込んで係止する構造が公知である(例えば、特許文献1参照)。   Conventionally, as a pipe connection structure used for civil engineering work, for example, ground reinforcement work, a cylindrical projecting projection is provided on the inner peripheral surface of the end of the pipe and inserted into the end of the pipe. A structure is known in which an L-shaped groove portion into which the protrusion portion is inserted is formed on the outer peripheral surface of the insertion portion of the L-shaped joint, and the protrusion portion is inserted into and locked in the L-shaped groove portion (see, for example, Patent Document 1). ).

しかし、L字状溝部は、長手方向に凹設された差込部と、差込部の内端から周方向に延設された係止部とを備えるものであり、動的な外力が作用する上記地山補強工事等のパイプ連結構造に於ては、パイプに大きな振動や逆方向の回転トルクが瞬間的にかかった際に、不意にパイプが離脱する可能性があった。すなわち、L字状溝部の係止部から突起部が抜けるような逆転方向の力等が作用して、パイプの連結が離脱する可能性が残されていた。   However, the L-shaped groove portion includes an insertion portion recessed in the longitudinal direction and a locking portion extending in the circumferential direction from the inner end of the insertion portion, and a dynamic external force acts. In the above-mentioned pipe connection structure such as ground reinforcement work, there is a possibility that the pipe may be unexpectedly detached when a large vibration or a reverse rotational torque is momentarily applied to the pipe. That is, there is a possibility that the connection of the pipe is released due to a reverse force or the like that causes the protrusion to come out of the locking portion of the L-shaped groove.

特開2011−127310号公報JP 2011-127310 A

解決しようとする課題は、土木工事用パイプが不意に離脱する点である。また、パイプをスムーズに挿入し難い場合がある点である。   The problem to be solved is that the civil engineering pipe is unexpectedly detached. In addition, it may be difficult to insert the pipe smoothly.

そこで、本発明は、短円筒状ジョイントを介してパイプとパイプを順次連結する土木工事用パイプ連結構造に於て、短円筒状ジョイントが、パイプの端部に挿入される挿入筒部を両端に有し、両端の該挿入筒部の各々には外周溝が凹設され、パイプの両端部には内周溝が凹設され、C字状嵌込みリングを、外周溝と内周溝にわたって嵌合したパイプ連結状態で、パイプ相互が回転可能かつ引抜不可として連結されているものである。 The present onset Ming, At a civil engineering pipe connection structure of sequentially connecting the pipe and the pipe through the short circular cylindrical joint, short cylindrical joint, the insertion tube portion inserted into the end portion of the pipe An outer peripheral groove is provided in each of the insertion tube portions at both ends, an inner peripheral groove is provided in both ends of the pipe, and a C-shaped fitting ring is provided between the outer peripheral groove and the inner peripheral groove. The pipes are connected so that the pipes can rotate and cannot be pulled out in a pipe connection state in which the pipes are fitted together.

また、パイプの先端の開口内周縁部に、ストレート傾斜状面取り又はアール凸状面取りを形成したものである。
また、面取りは、挿入筒部のパイプへの挿入の際、外周溝に嵌込まれたC字状嵌込みリングを縮径させるリング縮径機能を備え、しかも、ジョイントの外周面には、軸心方向中央位置に低外鍔部が突出状に形成され、パイプ連結状態では、相互に連結されたパイプの先端の面取りが低外鍔部との干渉を避けつつ挿入筒部が深く挿入してパイプの先端相互のギャップを減少させるギャップ減少機能を、兼ね備えたものである。
また、嵌込みリングの横断面形状が略矩形であって、矩形の軸心方向幅寸法をW、ラジアル方向厚さ寸法をTとすると、 1.0×T≦W≦ 1.5×Tを満たすように設定したものである。
Further, a straight inclined chamfer or a round convex chamfer is formed at the inner peripheral edge of the opening at the tip of the pipe.
Further, the chamfering has a ring diameter reducing function for reducing the diameter of the C-shaped fitting ring fitted in the outer circumferential groove when the insertion tube portion is inserted into the pipe, and the outer circumferential surface of the joint has a shaft. A low outer flange is formed in the center position in the center direction in a protruding shape, and when the pipe is connected, the chamfered ends of the pipes connected to each other are inserted deeply while avoiding interference with the lower outer flange. It also has a gap reduction function that reduces the gap between pipe tips.
In addition, when the cross-sectional shape of the fitting ring is substantially rectangular, the width dimension in the axial direction of the rectangle is W, and the thickness dimension in the radial direction is T, it is set to satisfy 1.0 × T ≦ W ≦ 1.5 × T It is a thing.

本発明のパイプ連結構造によれば、パイプを確実に連結して、パイプが不意に離脱することを確実に防止できる。また、パイプとパイプの接続部に於て、ガイド用Y型支持枠等に引掛かることがなく、しかも、岩石等に穿孔された孔に沿って誘導しやすく、動力ロスも少なく、スムーズにパイプを送り込むことができる。また、パイプ外周面から、従来のボルト頭部や溶接盛り部等の小突出部が全く存在せず、一層スムーズにパイプを送り込むことができる。特に、連結されたパイプ相互が回転自在であるため、動力負担も低減できる。   According to the pipe connection structure of the present invention, it is possible to reliably connect the pipes and reliably prevent the pipes from being unexpectedly detached. In addition, the pipe-to-pipe connection part does not get caught by the guide Y-type support frame, etc., and it is easy to guide along the hole drilled in rocks, etc. Can be sent in. Further, there is no small protruding portion such as a conventional bolt head or weld pile from the outer peripheral surface of the pipe, and the pipe can be fed more smoothly. In particular, since the connected pipes are rotatable, the power burden can be reduced.

本発明の実施の一形態を示す断面正面図である。It is a sectional front view showing one embodiment of the present invention. 要部拡大断面図である。It is a principal part expanded sectional view. パイプの要部断面正面図である。It is a principal part sectional front view of a pipe. ジョイントの断面正面図である。It is a section front view of a joint. C字状嵌込みリングを示す正面図である。It is a front view which shows a C-shaped insertion ring. 図5のX−X拡大断面図である。It is XX expanded sectional drawing of FIG. 作用説明図である。It is an operation explanatory view. 作用説明図である。It is an operation explanatory view. 作用説明図である。It is an operation explanatory view. 他の実施形態の要部拡大断面図である。It is a principal part expanded sectional view of other embodiment. 他の実施形態の要部拡大断面図である。It is a principal part expanded sectional view of other embodiment. 図10の包囲枠線域Yの拡大図である。FIG. 11 is an enlarged view of a surrounding frame line area Y in FIG. 10. 作用説明図である。It is an operation explanatory view.

本発明は、土木工事用のパイプ連結構造に関し、例えば、トンネルの断面の掘削に先立って、地上補強用の先受け工として切羽の上方に打設を行う際に使用する(補強用)パイプ1,1を順次連結する構造に関するものであり、切羽から切羽前方までの地山を補強(改良)するために注入材を、本発明に係るパイプ連結構造を介して、注入してゆく(注入材の浸透注入工法)等に用いられ、あるいは、それ以外の地山改良(補強)工法や、その他の土木工事に適用される。
本発明の実施の一形態を示す図1〜図9に於て、このパイプ連結構造は、土木工事用パイプ1の端部2に挿入する挿入筒部3を両端に有する短円筒状ジョイント4を介してパイプ1とパイプ1を連結する各種の土木工事用パイプ連結構造である。パイプ1は、例えば、STK400から成る。ジョイント4は、例えば、FCD450から成る。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a pipe connection structure for civil engineering work. , 1 are sequentially connected, and an injection material is injected through the pipe connection structure according to the present invention in order to reinforce (improve) the natural ground from the face to the front of the face (injection material). It is used for other earthwork improvement (reinforcement) methods and other civil engineering works.
1-9 which show one Embodiment of this invention, this pipe connection structure is the short cylindrical joint 4 which has the insertion cylinder part 3 inserted in the edge part 2 of the pipe 1 for civil engineering at both ends. It is the pipe connection structure for various civil engineering works which connects the pipe 1 and the pipe 1 via. The pipe 1 is made of STK400, for example. The joint 4 is made of, for example, FCD450.

挿入筒部3には、断面矩形状の外周溝5が凹設される。パイプ1の端部2には、断面矩形状の内周溝6が凹設される。C字状嵌込みリング7を、外周溝5と内周溝6にわたって嵌合したパイプ連結状態(図1参照)で、パイプ1,1相互が回転可能かつ引抜不可として連結されている。嵌込みリング7は、例えば、SWRHから成る。   An outer peripheral groove 5 having a rectangular cross section is recessed in the insertion tube portion 3. An inner peripheral groove 6 having a rectangular cross section is formed in the end 2 of the pipe 1. In a pipe connection state (see FIG. 1) in which the C-shaped insertion ring 7 is fitted over the outer peripheral groove 5 and the inner peripheral groove 6, the pipes 1 and 1 are connected to each other so that they can rotate and cannot be pulled out. The fitting ring 7 is made of, for example, SWRH.

パイプ1の先端8の開口内周縁部9に、ストレート傾斜状の面取り10Aが形成される。
面取り10Aは、挿入筒部3のパイプ1への挿入の際、外周溝5に嵌込まれたC字状嵌込みリング7を縮径させるリング縮径機能を備える。すなわち、図7に示すように、ジョイント4の外周溝5に嵌込みリング7を嵌合させてから、図8に示すように、ジョイント4の挿入筒部3をパイプ1に挿入すると(パイプ1をジョイント4に外嵌すると)、面取り10Aに沿って嵌込みリング7が外周溝5に押込まれるように縮径される。その後、さらに挿入筒部3をパイプ1に挿入すると(パイプ1をジョイント4に深く外嵌すると)、図9に示すように、嵌込みリング7がパイプ1の内周溝6に(リング7が弾発力によって拡径することで)嵌合する。
A straight inclined chamfer 10 </ b> A is formed on the inner peripheral edge 9 of the opening 8 at the tip 8 of the pipe 1.
The chamfering 10 </ b> A has a ring diameter reducing function for reducing the diameter of the C-shaped fitting ring 7 fitted in the outer circumferential groove 5 when the insertion cylinder portion 3 is inserted into the pipe 1. That is, as shown in FIG. 7, after the fitting ring 7 is fitted into the outer peripheral groove 5 of the joint 4, the insertion cylinder portion 3 of the joint 4 is inserted into the pipe 1 as shown in FIG. Is fitted to the joint 4), the diameter of the fitting ring 7 is reduced so as to be pushed into the outer circumferential groove 5 along the chamfer 10A. Thereafter, when the insertion tube portion 3 is further inserted into the pipe 1 (when the pipe 1 is deeply fitted into the joint 4), the fitting ring 7 is inserted into the inner circumferential groove 6 of the pipe 1 (the ring 7 is inserted) as shown in FIG. (By expanding the diameter by the elastic force).

ジョイント4の外周面11には、軸心方向中央位置に低外鍔部12が突出状に形成され、面取り10Aは、パイプ連結状態では、相互に連結されたパイプ1の先端8の面取り10Aが低外鍔部12との干渉を避けつつ挿入筒部3が深く挿入してパイプ1の先端8相互のギャップ13を減少させるギャップ減少機能(パイプ1の先端8相互を図1・図2に示す如く接近させる機能)を、兼ね備える。   On the outer peripheral surface 11 of the joint 4, a low outer flange 12 is formed in a protruding shape at the center position in the axial direction. The chamfer 10A is a chamfer 10A of the tips 8 of the pipes 1 connected to each other in the pipe connected state. Gap reduction function for reducing the gap 13 between the distal ends 8 of the pipe 1 by inserting the insertion tube portion 3 deeply while avoiding interference with the low outer flange portion 12 (the distal ends 8 of the pipe 1 are shown in FIGS. 1 and 2). As well as the function of making them approach as much as possible.

図3に示すように、面取り10Aが、軸心直交面と成す角度θを、55°≦θ≦80°に設定する。好ましくは、65°≦θ≦80°に設定する。角度θが、55°≦θ≦80°を満たす場合、リング縮径機能及びギャップ減少機能を適切に発揮することができる。角度θが、θ<55°の場合、パイプ1の先端8相互のギャップ13が大きくなり、ガイド用Y型支持枠(図示省略)等に引掛かる虞れがある。角度θが、80°<θの場合、面取り10Aの軸心方向寸法が過大となり、切削加工の作業性が悪くなる。   As shown in FIG. 3, the angle θ formed by the chamfer 10 </ b> A and the axis orthogonal to the axis is set to 55 ° ≦ θ ≦ 80 °. Preferably, it is set to 65 ° ≦ θ ≦ 80 °. When the angle θ satisfies 55 ° ≦ θ ≦ 80 °, the ring diameter reducing function and the gap reducing function can be appropriately exhibited. When the angle θ is θ <55 °, the gap 13 between the ends 8 of the pipe 1 becomes large, and there is a possibility that it may be caught by a guide Y-type support frame (not shown) or the like. When the angle θ is 80 ° <θ, the dimension in the axial direction of the chamfer 10A is excessive, and the workability of the cutting process is deteriorated.

図3・図4に示すように、ジョイント4の先端14から低外鍔部12の軸心方向中央までの軸心方向長さ寸法Lとパイプ1の内径寸法Dを、D× 1.1≦L≦D× 1.4に設定するのが好ましい。長さ寸法Lが上記範囲内にある場合、パイプ1とジョイント4を確実に連結することができる。長さ寸法Lが、L<D× 1.1の場合、パイプ1とジョイント4との接続強度及び曲げ耐力が弱くなる。特に、地山補強等の土木工事では、地山の重量が略水平状に打ち込んだパイプ1に作用し、それが大きな曲げ力として、パイプ1及びパイプ連結構造に作用するので、曲げ耐力が要求されるが、このような曲げ耐力が下限値未満で急に低下する。長さ寸法Lが、D× 1.4<Lの場合、不必要にジョイント4の軸心方向長さ寸法Lが長くなり無駄である。 As shown in FIGS. 3 and 4, the axial length L 0 from the tip 14 of the joint 4 to the center of the low outer flange 12 in the axial direction and the inner diameter D of the pipe 1 are expressed as D × 1.1 ≦ L It is preferable to set 0 ≦ D × 1.4. When the length dimension L 0 is within the above range, the pipe 1 and the joint 4 can be reliably connected. When the length L 0 is L 0 <D × 1.1, the connection strength and bending strength between the pipe 1 and the joint 4 are weakened. Especially in civil engineering work such as reinforcement of natural ground, the weight of the natural ground acts on the pipe 1 driven in a substantially horizontal shape, which acts on the pipe 1 and the pipe connection structure as a large bending force, so bending strength is required. However, such a bending strength suddenly decreases below the lower limit. When the length dimension L 0 is D × 1.4 <L 0 , the length dimension L in the axial direction of the joint 4 becomes unnecessarily long and is useless.

外周溝5を、ジョイント4の先端14と低外鍔部12との略中央に配設する。すなわち、ジョイント4の先端14から外周溝5の溝底中央までの軸心方向長さ寸法をLとし、低外鍔部12の中央から外周溝5の溝底中央までの軸心方向長さ寸法をLとすると、L:Lの値は、同じ部位で曲げた際、パイプ1の曲げ強さと、ジョイント4の曲げ強さが同等となるように設定するのが好ましい。 The outer peripheral groove 5 is disposed at substantially the center between the tip 14 of the joint 4 and the low outer flange portion 12. That is, the axial length of up to the groove bottom center of the circumferential groove 5 and L 1 from the distal end 14 of the joint 4, the axial direction length from the center of Teisototsuba portion 12 to the groove bottom center of the outer circumferential groove 5 When the dimension is L 2 , it is preferable that the value of L 1 : L 2 is set so that the bending strength of the pipe 1 and the bending strength of the joint 4 are equal when bent at the same site.

ところで、図2に於て、ジョイント4は、黒皮のままの外周面11よりも僅かに外径が大きい平滑状(平滑円周状)の低裾野部18の外周面中央に、低い台形状の低外鍔部12を積重ねた形状とする。この低外鍔部12及び低裾野部18の外周面を、機械加工(切削又は研削等)によって、外径寸法等を高精度なものとする。他方、パイプ1に於て、略全体の内周面は黒皮のままであるが、面取り10A及び、この面取り10Aに連続する軸心方向小寸法の内周面部19は、機械加工(切削又は研削等)によって、内径寸法等を高精度なものとする。このように機械加工を施すことで、低裾野部18の外周面と、内周面部19との間隙Gを最小値に近づけて、パイプ1とジョイント4のセンタ(軸心)を一致させ、即ち、センタリングを確実に行って、接続すべき両パイプ1,1の芯ずれを防止し(先端8,8の段差発生を防止し、)地山等への打込作業時に他部材への引掛りを防ぎ、あるいは、抵抗の増加を防ぐ。かつ、嵌込みリング7の不意の段落をも防ぎ得る。   In FIG. 2, the joint 4 has a low trapezoidal shape at the center of the outer peripheral surface of a smooth (smooth circular) low skirt portion 18 having a slightly larger outer diameter than the black outer peripheral surface 11. The low outer flange portion 12 is stacked. The outer peripheral surfaces of the low outer flange portion 12 and the low skirt portion 18 are machined (cutting, grinding, or the like) so that the outer diameter and the like are highly accurate. On the other hand, in the pipe 1, the substantially entire inner peripheral surface remains black, but the chamfer 10A and the inner peripheral surface portion 19 having a small axial direction continuous with the chamfer 10A are machined (cut or cut). Grinding etc.) to make the inner diameter dimension etc. highly accurate. By machining in this way, the gap G between the outer peripheral surface of the low skirt portion 18 and the inner peripheral surface portion 19 is brought close to the minimum value, and the centers (axial centers) of the pipe 1 and the joint 4 are made to coincide with each other. The centering of the pipes 1 and 1 to be connected is prevented from being misaligned (steps at the tips 8 and 8 are prevented), and they are caught on other members when driving into the ground. Or prevent an increase in resistance. And the unexpected paragraph of the insertion ring 7 can also be prevented.

さらに補足説明すれば、パイプ1の肉厚は、例えば、約10%の公差が有り、図2中に、2点鎖線D11,D12にて示すように最大内径,最小内径に、パイプ1の黒皮の内周面20が存在する。つまり、パイプ1の最大内径D11が上記公差の上限を示しており、パイプ1の最小内径D12が上記公差の下限を示す。パイプ1もジョイント4も、上述の機械加工を施さなければ、両者間にラジアル方向に大きな隙間を生じ、パイプ1の端部2とパイプ1の端部2の間に大きな段差が発生し、他物体への引掛りや挿入抵抗増大等の問題の虞れが予測されるが、本発明では、上述の機械加工によって、間隙Gを最小限に近づけることで、パイプ1,1相互、及び、パイプ1とジョイント4とのセンタリングが良好に行われて、引掛りを防ぎ、かつ、嵌込みリング7の脱落を防ぐ効果が期待できる。 In addition, the thickness of the pipe 1 has a tolerance of about 10%, for example, and the pipe 1 has a maximum inner diameter and a minimum inner diameter as shown by two-dot chain lines D 11 and D 12 in FIG. The inner skin 20 of the black skin is present. That is, the maximum inner diameter D 11 of the pipe 1 indicates the upper limit of the tolerance, the minimum inner diameter D 12 of the pipe 1 exhibits a lower limit of the tolerance. If neither the pipe 1 nor the joint 4 is subjected to the above-described machining, a large gap is generated in the radial direction between the two, and a large step is generated between the end 2 of the pipe 1 and the end 2 of the pipe 1. Although there is a possibility of problems such as catching on an object and increased insertion resistance, in the present invention, the pipes 1 and 1 and the pipe 1 are connected to each other by bringing the gap G close to the minimum by the above-described machining. And the joint 4 are well centered, and it can be expected to prevent catching and prevent the fitting ring 7 from falling off.

C字状嵌込みリング7を示した図5と図6に於て、嵌込みリングの横断面形状が略矩形であって、矩形の軸心方向幅寸法をW、ラジアル方向厚さ寸法をTとすると、 1.0×T≦W≦ 1.5×Tを満たすように設定する。幅寸法Wが上記範囲内にある場合、軸心方向にせん断力がはたらいた際の強度が大きい。W< 1.0×Tの場合、軸心方向にせん断力がはたらいた際に強度が弱く、嵌込みリング7が破損する虞れがある。 1.5×T<Wの場合、不必要に嵌込みリング7の軸心方向長さ寸法が過大となり、嵌込みリング7の材料が無駄であり、かつ、外周溝5内でせん断力を受けて姿勢が不安定となる。   5 and 6 showing the C-shaped insertion ring 7, the cross-sectional shape of the insertion ring is substantially rectangular, the width in the axial direction of the rectangle is W, and the thickness in the radial direction is T. Then, the setting is made so as to satisfy 1.0 × T ≦ W ≦ 1.5 × T. When the width dimension W is in the above range, the strength when the shearing force is applied in the axial direction is large. In the case of W <1.0 × T, the strength is weak when a shearing force is applied in the axial direction, and the fitting ring 7 may be damaged. When 1.5 × T <W, the axial length of the fitting ring 7 is unnecessarily excessive, the material of the fitting ring 7 is wasted, and the posture is received by the shearing force in the outer circumferential groove 5. Becomes unstable.

次に、図10〜図13に於て、他の実施の形態を示す。図1〜図9にて述べた実施の一形態と同一符号は同様の構成であり、重複説明を一部省略するが、この図10〜図13に於ては、パイプ1の先端8の開口内周縁部9に、アール凸状面取り10Bを形成して、滑らかに(スムーズに)ジョイント4の挿入筒部3を挿入可能とした構成である。
先端8には、軸心直交平面を僅かに残して、機械加工によって、アール凸状面取り10Bを形成する。図12に於て、アール凸状面取り10Bの曲線と、軸心直交平面(先端8の平面)とが成す角度θを、55°〜70°に設定し、かつ、曲率半径R10を30mm〜70mmとして、特に、図2に於て述べた最大内径(上限)D11と最小内径(下限)D12の公差を有するパイプ内径(内周面部19)と、極めて滑らかに、アール凸状面取り10Bとが、連続するので、(引掛りを生ずることなく)スムーズにジョイント4(の先端14)を挿入可能となる。
Next, another embodiment is shown in FIGS. The same reference numerals as those of the embodiment described with reference to FIGS. 1 to 9 are the same in configuration, and a part of the overlapping description is omitted. In FIGS. A round convex chamfer 10B is formed on the inner peripheral edge 9 so that the insertion tube portion 3 of the joint 4 can be inserted smoothly (smoothly).
The tip 8 is formed with a rounded convex chamfer 10B by machining, leaving a slight axis orthogonal plane. In FIG. 12, the angle θ formed by the curve of the rounded convex chamfer 10B and the axis orthogonal plane (plane of the tip 8) is set to 55 ° to 70 °, and the curvature radius R 10 is set to 30 mm to 30 mm. as 70 mm, in particular, the maximum inner diameter mentioned pipe inside diameter (inner peripheral surface 19) having a tolerance of (upper) D 11 and the minimum inside diameter (lower) D 12 at a 2, very smooth, rounded convex chamfer 10B Therefore, the joint 4 (the tip 14) can be smoothly inserted (without causing a catch).

また、図12で明らかなように、黒皮内周面部19に近づけば近づく程、アール凸状面取り10Bへの接線が軸心と平行に近づくこととなるので、上述のジョイント4(の先端14)の挿入は、引掛らずにスムーズに挿入できる。このことは、図2と比較すれば明らかとなる。即ち、図2では、内周面部19と黒皮内周面20との間に段差部21が形成されており、そのため、この段差部21にジョイント4の先端14が引掛る場合もあり得るのに対し、このような問題も解決できる。
そして、ジョイント4に於て、低外鍔部12の形状が、大きな曲率半径R12の凹状傾斜部22を有する扁平富士山型であって、図10に示す矢印F方向にパイプ1,1相互を分離する方向に引張った場合も、図11に示す矢印F方向に接近する方向に押圧力を与えた場合も、パイプ1,1の先端8,8が当接しないで、常に微小なギャップ13を確保できる。特に、図12と図11に示すように、アール凸状面取り10Bと凹状傾斜部22とが密に圧接するように曲率半径を同等とするのが好ましい。
Further, as apparent from FIG. 12, the closer to the black skin inner peripheral surface portion 19, the closer to the tangent to the rounded convex chamfer 10B, the more parallel to the axial center. ) Can be inserted smoothly without being caught. This becomes clear when compared with FIG. That is, in FIG. 2, a step portion 21 is formed between the inner peripheral surface portion 19 and the black skin inner peripheral surface 20, and therefore, the tip end 14 of the joint 4 may be caught on the step portion 21. On the other hand, such a problem can be solved.
Then, At a joint 4, the shape of Teisototsuba portion 12, a flat Fuji type having a concave inclined portion 22 of large radius of curvature R 12, pipes 1,1 mutually direction of arrow F 1 shown in FIG. 10 even when pulled in the direction of separation, even when pressing force is applied in the direction approaching the arrow F 2 direction shown in FIG. 11, at the distal end 8,8 of the pipe 1, 1 does not abut, always small gap 13 can be secured. In particular, as shown in FIGS. 12 and 11, it is preferable that the radius of curvature is equal so that the rounded chamfer 10B and the concave inclined portion 22 are in close pressure contact.

図13に示すように、前記アール凸状面取り10Bを有するパイプ1によって、嵌込みリング7は、矢印K方向に円滑に押込みできる。
なお、本発明は、設計変更可能であって、例えば、外周溝5及び内周溝6を半円型溝と
して、嵌込みリング7の断面形状を円形とするも良い。
As shown in FIG. 13, the fitting ring 7 can be smoothly pushed in the direction of the arrow K by the pipe 1 having the round convex chamfer 10B.
The present invention can be modified in design. For example, the outer peripheral groove 5 and the inner peripheral groove 6 may be semicircular grooves, and the fitting ring 7 may have a circular cross-sectional shape.

以上のように、本発明は、パイプ1の端部2に挿入する挿入筒部3を両端に有する短円筒状ジョイント4を介してパイプ1とパイプ1を連結する土木工事用パイプ連結構造に於て、挿入筒部3には、外周溝5が凹設され、パイプ1の端部2には、内周溝6が凹設され、C字状嵌込みリング7を、外周溝5と内周溝6にわたって嵌合したパイプ連結状態で、パイプ1相互が回転可能かつ引抜不可として連結されているので、送り込みの動力負担が小さく、容易に誘導することができる。さらに、パイプ1を確実に連結して、パイプ1が不意に離脱する(引抜ける)事故を防止することができる。さらに、曲げ耐力が大きい。
また、パイプ1のラジアル外方へボルト頭部や小突部等が突出しないので、地山等への送り込みの際、ガイド用Y型支持枠等に引掛ることがなく、スムーズに送り込むことができる。
As described above, the present invention relates to a pipe connection structure for civil engineering work in which the pipe 1 and the pipe 1 are connected through the short cylindrical joint 4 having the insertion cylinder portions 3 inserted into the end portions 2 of the pipe 1 at both ends. The insertion cylinder portion 3 is provided with an outer peripheral groove 5, and the end portion 2 of the pipe 1 is provided with an inner peripheral groove 6. The C-shaped fitting ring 7 is connected to the outer peripheral groove 5 and the inner periphery. Since the pipes 1 are connected so as to be rotatable and cannot be pulled out in a pipe connection state fitted over the groove 6, the power load for feeding is small and can be easily guided. Furthermore, the pipe 1 can be reliably connected to prevent the pipe 1 from being accidentally detached (withdrawn). Furthermore, bending strength is large.
In addition, since the bolt heads and small protrusions do not protrude radially outward of the pipe 1, the pipe 1 can be smoothly fed without being caught by the guide Y-type support frame or the like. it can.

また、パイプ1の先端8の開口内周縁部9に、ストレート傾斜状面取り10A又はアール凸状面取り10Bを形成したので、嵌込みリング7をスムーズに縮径させて、挿入筒部3をパイプ1に容易かつスムーズに挿入することができる。接続部に於て、パイプ1とパイプ1を接近させることができ、ガイド用Y型支持枠等に引掛かることがなくスムーズにパイプ1を送り込むことができる。   Further, since the straight inclined chamfer 10A or the rounded convex chamfer 10B is formed on the inner peripheral edge 9 of the opening 8 at the tip 8 of the pipe 1, the fitting ring 7 is smoothly reduced in diameter, and the insertion cylinder 3 is connected to the pipe 1 Can be inserted easily and smoothly. At the connecting portion, the pipe 1 and the pipe 1 can be brought close to each other, and the pipe 1 can be smoothly fed without being caught by the guide Y-type support frame or the like.

また、面取り10A,10Bは、挿入筒部3のパイプ1への挿入の際、外周溝5に嵌込まれたC字状嵌込みリング7を縮径させるリング縮径機能を備え、しかも、ジョイント4の外周面11には、軸心方向中央位置に低外鍔部12が突出状に形成され、パイプ連結状態では、相互に連結されたパイプ1の先端8の面取り10A,10Bが低外鍔部12との干渉を避けつつ挿入筒部3が深く挿入してパイプ1の先端8相互のギャップ13を減少させるギャップ減少機能を、兼ね備えたので、容易にパイプ1とジョイント4を接続することができるとともに、パイプ1とパイプ1の接続部に於て、ガイド用Y型支持枠等に引掛かることがなくスムーズにパイプ1を送り込むことができる。   Further, the chamfers 10A and 10B are provided with a ring diameter reducing function for reducing the diameter of the C-shaped fitting ring 7 fitted in the outer circumferential groove 5 when the insertion tube portion 3 is inserted into the pipe 1, and the joint The outer peripheral surface 11 is formed with a low outer flange 12 projecting in the center position in the axial direction. In the pipe connection state, the chamfers 10A and 10B of the ends 8 of the pipes 1 connected to each other are low outer flanges. Since the insertion tube part 3 is inserted deeply while avoiding interference with the part 12 and has a gap reducing function for reducing the gap 13 between the tips 8 of the pipe 1, the pipe 1 and the joint 4 can be easily connected. In addition, the pipe 1 can be smoothly fed without being caught by the guide Y-type support frame or the like at the connecting portion between the pipe 1 and the pipe 1.

また、嵌込みリング7の横断面形状が略矩形であって、矩形の軸心方向幅寸法をW、ラジアル方向厚さ寸法をTとすると、 1.0×T≦W≦ 1.5×Tを満たすように設定したので、軸心方向にせん断力がはたらいた際の強度が大きい。しかも、このような寸法形状のリング7を嵌め込む(ジョイント4の)外周溝5の溝底側残肉が薄くなり過ぎることを防止でき、溝底側残肉の強度を十分に維持できる。   Further, when the cross-sectional shape of the fitting ring 7 is substantially rectangular, the width dimension in the axial direction of the rectangle is W, and the thickness dimension in the radial direction is T, so that 1.0 × T ≦ W ≦ 1.5 × T is satisfied. Since it is set, the strength when shearing force is applied in the axial direction is large. In addition, it is possible to prevent the remaining thickness on the groove bottom side of the outer peripheral groove 5 (of the joint 4) into which the ring 7 having such a dimension and shape is fitted, and the strength of the remaining groove bottom side can be sufficiently maintained.

1 (土木工事用)パイプ
2 端部
3 挿入筒部
4 (短円筒状)ジョイント
5 外周溝
6 内周溝
7 (C字状)嵌込みリング
8 先端
9 開口内周縁部
10A,10B 面取り
11 外周面
12 低外鍔部
13 ギャップ
T ラジアル方向厚さ寸法
W 軸心方向幅寸法
DESCRIPTION OF SYMBOLS 1 (For civil engineering work) Pipe 2 End part 3 Insertion cylinder part 4 (Short cylindrical shape) Joint 5 Outer peripheral groove 6 Inner peripheral groove 7 (C-shaped) Insertion ring 8 Tip 9 Opening inner periphery part
10A, 10B Chamfer
11 Outer surface
12 Low outer arm
13 Gap T Radial thickness dimension W Axial width dimension

Claims (4)

短円筒状ジョイント(4)を介してパイプ(1)とパイプ(1)を順次連結する土木工事用パイプ連結構造に於て、
上記短円筒状ジョイント(4)が、パイプ(1)の端部(2)に挿入される挿入筒部(3)を両端に有し、両端の該挿入筒部(3)の各々には外周溝(5)が凹設され、上記パイプ(1)の両端部には内周溝(6)が凹設され、
C字状嵌込みリング(7)を、上記外周溝(5)と内周溝(6)にわたって嵌合したパイプ連結状態で、パイプ(1)相互が回転可能かつ引抜不可として連結されていることを特徴とする土木工事用パイプ連結構造。
At a short circular cylindrical joint (4) are sequentially connected pipes (1) and pipe (1) via the civil engineering pipes connecting structure,
The short cylindrical joint (4) has an end portion inserting tubular member to be inserted into (2) of the pipe (1) to (3) at both ends, the outer periphery to each of the insertion tube at both ends (3) A groove (5) is recessed, and an inner circumferential groove (6) is recessed at both ends of the pipe (1).
The pipes (1) are connected to each other so that the pipes (1) can rotate and cannot be pulled out in a pipe connection state in which the C-shaped fitting ring (7) is fitted over the outer circumferential groove (5) and the inner circumferential groove (6). A pipe connection structure for civil engineering, characterized by
上記パイプ(1)の先端(8)の開口内周縁部(9)に、ストレート傾斜状面取り(10A)又はアール凸状面取り(10B)を形成した請求項1記載の土木工事用パイプ連結構造。   The pipe connection structure for civil engineering work according to claim 1, wherein a straight inclined chamfer (10A) or a round convex chamfer (10B) is formed at an inner peripheral edge (9) of the opening (8) of the pipe (1). 上記面取り(10A)(10B)は、上記挿入筒部(3)のパイプ(1)への挿入の際、上記外周溝(5)に嵌込まれた上記C字状嵌込みリング(7)を縮径させるリング縮径機能を備え、しかも、上記ジョイント(4)の外周面(11)には、軸心方向中央位置に低外鍔部(12)が突出状に形成され、パイプ連結状態では、相互に連結された上記パイプ(1)の先端(8)の上記面取り(10A)(10B)が上記低外鍔部(12)との干渉を避けつつ上記挿入筒部(3)が深く挿入してパイプ(1)の先端(8)相互のギャップ(13)を減少させるギャップ減少機能を、兼ね備えた請求項2記載の土木工事用パイプ連結構造。   The chamfers (10A) and (10B) are formed by inserting the C-shaped fitting ring (7) fitted into the outer peripheral groove (5) when the insertion tube portion (3) is inserted into the pipe (1). A ring diameter reducing function for reducing the diameter is provided, and the outer peripheral surface (11) of the joint (4) is formed with a low outer flange portion (12) projecting at the center position in the axial direction. The insertion tube portion (3) is inserted deeply while the chamfers (10A) (10B) of the ends (8) of the pipes (1) connected to each other avoid interference with the low outer flange portion (12). The pipe connection structure for civil engineering work according to claim 2, further comprising a gap reducing function for reducing a gap (13) between the tips (8) of the pipe (1). 上記嵌込みリング(7)の横断面形状が略矩形であって、該矩形の軸心方向幅寸法を(W)、ラジアル方向厚さ寸法を(T)とすると、 1.0×T≦W≦ 1.5×Tを満たすように設定した請求項1,2又は3記載の土木工事用パイプ連結構造。   Assuming that the cross-sectional shape of the fitting ring (7) is substantially rectangular, the width dimension in the axial direction of the rectangle is (W), and the thickness dimension in the radial direction is (T), 1.0 × T ≦ W ≦ 1.5 The pipe connection structure for civil engineering according to claim 1, 2 or 3, which is set to satisfy xT.
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