JP4128520B2 - Flexible joint structure - Google Patents

Flexible joint structure Download PDF

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JP4128520B2
JP4128520B2 JP2003415953A JP2003415953A JP4128520B2 JP 4128520 B2 JP4128520 B2 JP 4128520B2 JP 2003415953 A JP2003415953 A JP 2003415953A JP 2003415953 A JP2003415953 A JP 2003415953A JP 4128520 B2 JP4128520 B2 JP 4128520B2
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tube body
joint structure
flexible joint
pipe
rubber ring
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JP2005171693A (en
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田 信太郎 池
内 武 木
濱 護 白
功 小河原
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Victaulic Company of Japan Ltd
Nippon Hume Corp
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Victaulic Company of Japan Ltd
Nippon Hume Corp
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Description

発明の属する技術分野TECHNICAL FIELD OF THE INVENTION

本発明は、例えば、地下管路を構成する推進管と推進管との間に配置され、地震や地盤変動等による推進管の相対変位を許容する可撓継手構造に関する。   The present invention relates to a flexible joint structure that is disposed between, for example, a propulsion pipe that constitutes an underground pipeline and allows relative displacement of the propulsion pipe due to an earthquake, ground deformation, or the like.

従来の技術Conventional technology

一般に、推進工法によって施工される地下管路は、複数の推進管をシールドジャッキによって順次圧入することによって構築されるが、この形式の地下管路は、地震や地盤変動等による推進管の相対変位を許容するように、推進管と推進管との間に可撓継手構造を配置するのが一般的である。   Generally, underground pipes constructed by the propulsion method are constructed by press-fitting a plurality of propulsion pipes sequentially with a shield jack, but this type of underground pipe is a relative displacement of the propulsion pipe due to earthquakes or ground deformation. In general, a flexible joint structure is disposed between the propulsion pipe and the propulsion pipe.

上記可撓継手構造は、図12に示すように、前管体200と、後管体201と、前管体200と後管体201を水密的に連結された、内側に向いた山202aを有する一次止水ゴムリング202と、一次止水ゴムリング202より半径方向内側で前管体200と後管体201を水密的に連結された、内側に向いた山203aを有する二次止水ゴムリング203と、前管体200と後管体201の間の外周を覆うスキンプレート204とを備えている(例えば特許文献1)。
特開平9−137694号公報(第2頁、第2図)
As shown in FIG. 12, the flexible joint structure includes a front tube body 200, a rear tube body 201, and a mountain 202a facing inward, which is watertightly connected to the front tube body 200 and the rear tube body 201. A primary water-stop rubber ring 202, and a secondary water-stop rubber having a mountain 203a facing inward, which is watertightly connected to the front tube body 200 and the rear tube body 201 radially inward from the primary water-stop rubber ring 202. A ring 203 and a skin plate 204 covering the outer periphery between the front tube body 200 and the rear tube body 201 are provided (for example, Patent Document 1).
Japanese Patent Laid-Open No. 9-137694 (second page, FIG. 2)

上記可撓継手構造は、推進管に取り付ける前の段階では、前管体と後管体の二次止水ゴムリング装着部位に、図示しない推力受け材と剪断防止材を取り付け、推進管に取り付けた後に、剪断防止材と推力受け材を取り外し、二次止水ゴムリング装着部位に二次止水ゴムリングを固定して構成されている。   In the flexible joint structure, a thrust receiving material and a shear prevention material (not shown) are attached to the front tube body and the secondary water stop rubber ring mounting part of the rear tube body before being attached to the propulsion pipe, and are attached to the propulsion pipe. After that, the shear preventing material and the thrust receiving material are removed, and the secondary waterproof rubber ring is fixed to the secondary waterproof rubber ring mounting site.

上記可撓継手構造は、内側に向いた山を有する止水ゴムリングにより前管体と後管体を水密的に連結しているので、止水ゴムリングの内側に向いた山が外圧を引っ張り力として受けるため、止水ゴムリングの耐久性に欠けるという問題がある。   In the flexible joint structure, the front tube body and the rear tube body are connected in a watertight manner by a water-stopping rubber ring having a mountain facing inward. Since it receives as force, there exists a problem that the durability of a water stop rubber ring is lacking.

また、上記可撓継手構造は、固定配置された一次止水ゴムリングと推進管に取り付けらた後に取り付けられる二次止水ゴムリングとを有する構成であり、二次止水ゴムリングの推進管への取り付けを狭い管内で行なわなければならず、二次止水ゴムリングの取り付けに多大の時間と労力を必要とするという問題がある。   The flexible joint structure includes a primary water blocking rubber ring that is fixedly arranged and a secondary water blocking rubber ring that is attached after being attached to the propulsion pipe. There is a problem that attachment to a secondary pipe must be carried out in a narrow pipe, and much time and labor are required for attachment of the secondary waterproof rubber ring.

本発明は、上記した点を考慮してなされたもので、ゴムリングの耐久性を改良するとともに、推進管に取り付けた後のゴムリングの取り付けを不要とした可撓継手構造を提供することを目的とする。   The present invention has been made in consideration of the above points, and provides a flexible joint structure that improves the durability of the rubber ring and eliminates the need for attaching the rubber ring after being attached to the propulsion pipe. Objective.

本発明の可撓継手構造は、一方の管体と、他方の管体と、一方の管体と他方の管体と間に配置された、外側に向いた山を有するゴムリングと、一方の管体と他方の管体と間の外周を覆うスキンプレートと、ゴムリングより半径方向内側に配置されたゴムリング支持構造体とを備え、ゴムリング支持構造体は、一方の管体と他方の管体を連結した引っ張り部材と、引っ張り部材と独立しては一方の管体と他方の管体を連結した推力受け部材とを有し、外側に向いた山で外力を圧縮として受けることでゴムリングの耐久性を改良し、推進管に取り付けた後の推進管内の作業を引っ張り部材と推力受け部材の取り外す作業に限定することで作業能率の向上を図ることができる。   The flexible joint structure of the present invention includes one tubular body, the other tubular body, a rubber ring disposed between the one tubular body and the other tubular body and having a mountain facing outward, A skin plate that covers an outer periphery between the tube body and the other tube body, and a rubber ring support structure that is disposed radially inward from the rubber ring. The rubber ring support structure includes one tube body and the other tube body. A pulling member that connects the tubular bodies, and a thrust receiving member that connects the one tubular body and the other tubular body independently of the pulling members, and receives external force as compression by a mountain facing outward. The work efficiency can be improved by improving the durability of the ring and limiting the work in the propulsion pipe after being attached to the propulsion pipe to the work of removing the pulling member and the thrust receiving member.

以上述べたように、本発明による継手構造は、一方の管体と他方の管体と間に配置されたゴムリングを外側に向いた山を有する構成であり、ゴムリングの外側に向いた山が外力を圧縮として受けるので、ゴムリングの耐久性が改良され、また、ゴムリング支持構造体をゴムリングの半径方向内側に配置したことで、推進管に取り付けた後の推進管内の作業を引っ張り部材と推力受け部材の取り外す作業に限定することで作業能率の向上を図ることができる。   As described above, the joint structure according to the present invention has a configuration in which the rubber ring disposed between one tube body and the other tube body has a mountain facing the outside, and the mountain facing the outside of the rubber ring. Since the outer ring receives external force as compression, the durability of the rubber ring is improved, and the rubber ring support structure is arranged radially inside the rubber ring, which pulls the work in the propulsion pipe after it is attached to the propulsion pipe. The work efficiency can be improved by limiting to the work of removing the member and the thrust receiving member.

発明の実施の形態BEST MODE FOR CARRYING OUT THE INVENTION

以下、本発明の実施の形態を図面を参照して説明する。   Hereinafter, embodiments of the present invention will be described with reference to the drawings.

図1は、本発明に係る可撓継手構造の断面図であり、図2は、本発明に係る可撓継手構造の組立完了時を示す図である。   FIG. 1 is a cross-sectional view of the flexible joint structure according to the present invention, and FIG. 2 is a view showing the assembly of the flexible joint structure according to the present invention.

本発明に係る可撓継手構造1は、図1に示すように、継手構造本体2と、継手構造本体2の一側に取り付けられた管体3と、継手構造本体2の他側に取り付けられた管体4とを有する。管体3は、鉄筋を入れてコンクリートを流し込むことでコンクリートと鋼管の複合管5を形成し、管体4は、鉄筋を入れてコンクリートを流し込むことでコンクリートと鋼管の複合管6を形成する。   As shown in FIG. 1, the flexible joint structure 1 according to the present invention is attached to a joint structure body 2, a pipe body 3 attached to one side of the joint structure body 2, and the other side of the joint structure body 2. And a tubular body 4. The tubular body 3 forms a composite pipe 5 of concrete and steel pipe by pouring concrete with a reinforcing bar, and the tubular body 4 forms a composite pipe 6 of concrete and steel pipe by pouring concrete with a reinforcing bar.

上記継手構造本体2は、図1ないし図4に示すように、一方の管体3と他方の管体4と間に配置されたゴムリング7と、一方の管体4と他方の管体5と間の外周を覆うスキンプレート8と、ゴムリング7より半径方向内側に配置されたゴムリング支持構造体9とを有する。   As shown in FIGS. 1 to 4, the joint structure body 2 includes a rubber ring 7 disposed between one tubular body 3 and the other tubular body 4, and one tubular body 4 and the other tubular body 5. A skin plate 8 covering the outer periphery of the rubber ring, and a rubber ring support structure 9 disposed radially inward from the rubber ring 7.

上記ゴムリング7は、中央リング10と、中央リング10の両側に取り付けられたゴムリング11.11とを有する。各ゴムリング11は、全体として外側に向いた山11aを有する円筒形である。   The rubber ring 7 has a center ring 10 and rubber rings 11.11 attached to both sides of the center ring 10. Each rubber ring 11 has a cylindrical shape having a mountain 11a facing outward as a whole.

ゴムリング7は、一側を管体3の側壁3aにボルトを介して水密的に固定されるとともに、他側を管体4の側壁4aにボルトを介して水密的に固定される。   One side of the rubber ring 7 is watertightly fixed to the side wall 3a of the tube body 3 via a bolt, and the other side is fixed to the side wall 4a of the tube body 4 via a bolt.

なお、図1に示す実施の形態では、ゴムリング7は、2つのゴムリング11を有する構成であるが、ゴムリング7は、1つのゴムリング11を有する構成であっても、3つ以上のゴムリング11を有する構成であってもよい。   In the embodiment shown in FIG. 1, the rubber ring 7 has a structure having two rubber rings 11, but the rubber ring 7 has three or more rubber rings 7 even if it has a structure having one rubber ring 11. The structure which has the rubber ring 11 may be sufficient.

上記ゴムリング支持構造体9は、図2ないし図4に示すように、一方の管体3と他方の管体4を連結する引っ張り部材12と、一方の管体3と他方の管体4を連結する推力受け部材13と、一方の管体3と他方の管体4を連結する剪断防止部材14とを有する。引っ張り部材12と推力受け部材14は、同一半径面内で周方向に一定間隔を置いて配置されている。   As shown in FIGS. 2 to 4, the rubber ring support structure 9 includes a pulling member 12 that connects one tubular body 3 and the other tubular body 4, and one tubular body 3 and the other tubular body 4. It has a thrust receiving member 13 to be connected, and a shear preventing member 14 for connecting one tube body 3 and the other tube body 4. The pulling member 12 and the thrust receiving member 14 are arranged at regular intervals in the circumferential direction within the same radial plane.

上記引っ張り部材12は、図3に示すように、一方の管体3の側壁3aのゴムリング7より半径方向内側に設けた受け部3bに係止するフック15aと、他方の管体4の側壁4aのゴムリング7より半径方向内側に設けた受け部4bに係止するフック15bと、フック15aとフック15bを1動作で互いに接離する方向に動かす作動部16とを有する。   As shown in FIG. 3, the pulling member 12 includes a hook 15 a that is engaged with a receiving portion 3 b that is provided radially inward of the rubber ring 7 of the side wall 3 a of one tube body 3, and the side wall of the other tube body 4. A hook 15b that is engaged with a receiving portion 4b provided radially inward of the rubber ring 7 of 4a, and an operating portion 16 that moves the hook 15a and the hook 15b in a direction in which they move toward and away from each other in one operation.

すなわち、引っ張り部材12は、作動部16を一方向に回動することで、管体3と管体4を同時に互い近づく方向に引っ張ることができる。   That is, the pulling member 12 can pull the tubular body 3 and the tubular body 4 simultaneously in a direction approaching each other by rotating the operating portion 16 in one direction.

上記推力受け部材13は、図4に示すように、ねじ付ロッドにより形成され、ねじ付ロッドは、一端を一方の管体3の側壁3aに連結され、他端を他方の管体4の側壁4aに連結されている。   As shown in FIG. 4, the thrust receiving member 13 is formed by a threaded rod, and one end of the threaded rod is connected to the side wall 3 a of the one tubular body 3, and the other end is the side wall of the other tubular body 4. 4a.

上記剪断防止部材14は、細幅の鉄板片により形成され、一端を一方の管体3の内周側に連結し、他端を他方の管体4の内周側に連結されている。   The shear preventing member 14 is formed of a narrow iron plate piece, one end is connected to the inner peripheral side of one tube body 3, and the other end is connected to the inner peripheral side of the other tube body 4.

上記スキンプレート8は、継手構造本体2と、管体3および管体4の一部を覆うように継手構造本体2の全周に巻回され、継手構造本体2への外部からの土砂の侵入を防ぐように作用する。   The skin plate 8 is wound around the entire circumference of the joint structure main body 2 so as to cover the joint structure main body 2 and the pipe body 3 and a part of the pipe body 4, and intrusion of earth and sand from the outside into the joint structure main body 2. Acts to prevent.

可撓継手構造1は、継手構造本体22の管体3,4のゴムリング7より半径方向内側を引っ張り部材12と推力受け部材13で連結し、管体3,4の内周側を剪断防止部材14で連結し、スキンプレート8を管体3と管体4の外面を覆うように継手構造本体2の外周に巻回固定することで組み立てられる。   The flexible joint structure 1 is connected to the inner side in the radial direction from the rubber ring 7 of the pipe bodies 3 and 4 of the joint structure main body 22 by the pulling member 12 and the thrust receiving member 13 and prevents the inner peripheral side of the pipe bodies 3 and 4 from being sheared. It connects by the member 14, and it assembles by winding and fixing the skin plate 8 to the outer periphery of the joint structure main body 2 so that the outer surface of the pipe body 3 and the pipe body 4 may be covered.

組み立てられた可撓継手構造1は、図示しないヒューム管製造工場に搬送され、ヒューム管製造工場において、管体3に鉄筋を入れコンクリートを流し込むことで、コンクリートと鋼管の複合管5を形成するとともに、管体4に鉄筋を入れコンクリートを流し込むことでコンクリートと鋼管の複合管6を形成する。   The assembled flexible joint structure 1 is transported to a fume pipe manufacturing factory (not shown), and in the fume pipe manufacturing factory, a rebar is poured into a pipe body 3 and concrete is poured into it, thereby forming a composite pipe 5 of concrete and steel pipe. The steel pipe 4 is filled with rebar and concrete is poured to form a composite pipe 6 of concrete and steel pipe.

つぎに、本発明の可撓継手構造1の推進管への取り付け方法を図5ないし図8により説明する。   Next, a method for attaching the flexible joint structure 1 of the present invention to the propulsion pipe will be described with reference to FIGS.

まず、図5に示すように、地下管路を設置するために縦抗20を掘削し、掘削した縦抗20内に地下管路を構成するための推進管21を配置する。縦抗20内に配置した推進管21を、推進用ジャッキ22(図6)により図5で左方向に移動し、縦抗20に接する地中23に圧入される。   First, as shown in FIG. 5, a vertical pipe 20 is excavated in order to install an underground pipe, and a propelling pipe 21 for configuring the underground pipe is arranged in the excavated vertical pipe 20. The propulsion pipe 21 arranged in the vertical resistance 20 is moved leftward in FIG. 5 by the propulsion jack 22 (FIG. 6) and is press-fitted into the underground 23 in contact with the vertical resistance 20.

ついで、可撓継手構造1を、地中23に圧入された先行推進管21の後端21aに続くように縦抗20内に配置する。縦抗20内に配置された可撓継手構造1は、先端側に位置する複合管5が先行推進管21と同軸線上に位置するようにその位置を調節される。   Next, the flexible joint structure 1 is disposed in the longitudinal resistance 20 so as to follow the rear end 21a of the preceding propulsion pipe 21 press-fitted into the ground 23. The position of the flexible joint structure 1 disposed in the longitudinal member 20 is adjusted so that the composite pipe 5 located on the distal end side is located on the same axis as the preceding propelling pipe 21.

つぎに、可撓継手構造1を、図6に示すように、推進用ジャッキ22により先行推進管21の方向に移動させ、可撓継手構造1の複合管5を先行推進管21の後端部21aに圧入する。これにより、先行推進管21と可撓継手構造1が水密的に連結される。   Next, as shown in FIG. 6, the flexible joint structure 1 is moved in the direction of the leading propulsion pipe 21 by the propulsion jack 22, and the composite pipe 5 of the flexible joint structure 1 is moved to the rear end portion of the leading propulsion pipe 21. Press fit into 21a. Thereby, the advance propulsion pipe 21 and the flexible joint structure 1 are connected in a watertight manner.

可撓継手構造1の先行推進管21への圧入が終了したら、図7に示すように、
可撓継手構造1に続くように縦抗20内に後行推進管24を配置する。後行推進管24は、可撓継手構造1の後端側に位置する複合管6と同軸線上に位置するように配置される。後行推進管24は、推進用ジャッキ22により可撓継手構造1の方向に移動することで、前端部24aが可撓継手構造1の複合管6に圧入される。これにより、後行推進管24と可撓継手構造1が可撓継手構造1を介して水密的に連結される。
When the press fitting of the flexible joint structure 1 to the preceding propulsion pipe 21 is completed, as shown in FIG.
A trailing propulsion pipe 24 is arranged in the longitudinal 20 so as to follow the flexible joint structure 1. The trailing propulsion pipe 24 is disposed so as to be positioned coaxially with the composite pipe 6 located on the rear end side of the flexible joint structure 1. The trailing propulsion pipe 24 is moved in the direction of the flexible joint structure 1 by the propulsion jack 22 so that the front end 24 a is press-fitted into the composite pipe 6 of the flexible joint structure 1. As a result, the trailing propulsion pipe 24 and the flexible joint structure 1 are connected in a watertight manner via the flexible joint structure 1.

先行推進管21と後行推進管24の水密的連結が終了したら、作業員が可撓継手構造1の内部空間に後行推進管24側から入り、図1ないし図4に示す可撓継手構造1の引っ張り部材12と推力受け部材13と剪断防止部材14を可撓継手構造1取り外す。これにより、可撓継手構造1は、図8に示すように、先行推進管21と後行推進管24の間へ取り付けられ、先行推進管21と後行推進管24を連結する。   When the watertight connection between the preceding propulsion pipe 21 and the subsequent propulsion pipe 24 is completed, an operator enters the inner space of the flexible joint structure 1 from the rear propulsion pipe 24 side, and the flexible joint structure shown in FIGS. 1 pulling member 12, thrust receiving member 13 and shear preventing member 14 are removed from flexible joint structure 1. As a result, the flexible joint structure 1 is attached between the preceding propulsion pipe 21 and the subsequent propulsion pipe 24 as shown in FIG.

可撓継手構造1は、先行推進管21と後行推進管24が圧入される段階では、複合管5と複合管6が推力受け部材13と剪断防止部材14によって結合されているので、推進管21,24への推進時の推力を推力受け部材13が受け、複合管5と複合管6の間隔を維持することができ、また、推力受け部材13と剪断防止部材14により推進管21,24の圧入時の推進管21,24の蛇行や回転を防ぐことができる。   In the flexible joint structure 1, the composite pipe 5 and the composite pipe 6 are coupled by the thrust receiving member 13 and the shear preventing member 14 at the stage where the preceding propulsion pipe 21 and the subsequent propulsion pipe 24 are press-fitted. The thrust receiving member 13 receives thrust at the time of propulsion to 21 and 24 and can maintain the distance between the composite pipe 5 and the composite pipe 6. Further, the thrust pipes 21 and 24 are driven by the thrust receiving member 13 and the shear preventing member 14. It is possible to prevent meandering and rotation of the propulsion pipes 21 and 24 at the time of press fitting.

使用に際して、隣接する推進管21,24を可撓継手構造1により連結した複数の推進管は、地下管路を構成するように地中に埋設される。   In use, a plurality of propulsion pipes in which the adjacent propulsion pipes 21 and 24 are connected by the flexible joint structure 1 are buried in the ground so as to constitute an underground pipe line.

複数の推進管を埋設した地域に地震や地盤変動が発生すると、地震や地盤変動の影響を受けて、隣接する推進管21,24は、図8に示す配列から図9に示す互いに軸線が偏心量Eだけずれた位置に変位するが、隣接する推進管21,24の間に介在する可撓継手構造1が隣り合う推進管21,24の相対変位を許容するように偏心量Eを吸収するので、隣接する推進管21,24は、互いに軸線が偏心量Eだけ位置が変位しても破損することはない。   When an earthquake or ground change occurs in an area where a plurality of propulsion pipes are embedded, the adjacent propulsion pipes 21 and 24 are eccentric from each other as shown in FIG. Although it is displaced to a position shifted by the amount E, the eccentric amount E is absorbed so that the flexible joint structure 1 interposed between the adjacent propulsion tubes 21 and 24 allows the relative displacement of the adjacent propulsion tubes 21 and 24. Therefore, the adjacent propulsion pipes 21 and 24 are not damaged even if their axes are displaced by an eccentric amount E.

上記実施の形態では、可撓継手構造1を地下管路を構成する推進管に用い他例について説明したが、可撓継手構造1は、下水道、農業用水道、上水道、電力、ガス、通信等の管路に用いることもできる。   In the said embodiment, although the flexible joint structure 1 was used for the propulsion pipe which comprises an underground pipe line, and the other example was demonstrated, the flexible joint structure 1 is sewer, agricultural water supply, water supply, electric power, gas, communication, etc. It can also be used for other pipelines.

本発明の可撓継手構造1は、地層の境目、地盤急変部、軟弱地盤、河川、運河、道路等の付せ越部、構造物との取り合い部等における変位や応力の吸収に用いることもできる。   The flexible joint structure 1 of the present invention can also be used to absorb displacement and stress at the boundary of the strata, suddenly changing ground, soft ground, rivers, canals, overhanging parts such as roads, mating parts with structures, etc. it can.

図10は、本発明による可撓継手構造の他の実施の形態を示す。 図10に示す実施の形態では、可撓継手装置100は、2つの可撓継手構造101,102を管体103で連結し、一方の可撓継手構造101に管体104を取り付け、他方の可撓継手構造102に管体105を取り付け、管体104に鉄筋を入れてコンクリートを流し込むことで複合管106を形成し、管体105に鉄筋を入れてコンクリートを流し込むことで複合管107を形成することで構成される。   FIG. 10 shows another embodiment of the flexible joint structure according to the present invention. In the embodiment shown in FIG. 10, the flexible joint device 100 connects two flexible joint structures 101 and 102 with a pipe body 103, attaches a pipe body 104 to one flexible joint structure 101, and connects the other flexible joint structure 101. A pipe 105 is attached to the flexible joint structure 102, a rebar is inserted into the pipe 104 and concrete is poured into the composite pipe 106, and a composite pipe 107 is formed by pouring the rebar into the pipe 105 and pouring the concrete. Consists of.

使用に際して、隣接する推進管21,24を可撓継手装置100により連結した複数の推進管は、地下管路を構成するように地中に埋設される。   In use, a plurality of propulsion pipes in which the adjacent propulsion pipes 21 and 24 are connected by the flexible joint device 100 are buried in the ground so as to constitute an underground pipe line.

複数の推進管を埋設した地域に地震や地盤変動が発生すると、地震や地盤変動の影響を受けて、隣接する推進管21,24は、図10に示す配列から図11に示す互いに軸線が偏心量E1だけずれた位置に変位するが、隣接する推進管21,24の間に介在する可撓継手装置100の2つの可撓継手構造101,102が伸び縮みすることで曲げ変形して隣り合う推進管21,24の相対変位を許容するように偏心量を吸収するので、隣接する推進管21,24は、互いに軸線が偏心量E1だけ位置が変位しても破損することはない。   When an earthquake or ground deformation occurs in an area where a plurality of propulsion pipes are embedded, the adjacent propulsion pipes 21 and 24 are eccentric from each other as shown in FIG. Although displaced to a position shifted by the amount E1, the two flexible joint structures 101 and 102 of the flexible joint device 100 interposed between the adjacent propulsion pipes 21 and 24 are expanded and contracted to be adjacent to each other by bending deformation. Since the eccentric amount is absorbed so as to allow the relative displacement of the propulsion pipes 21 and 24, the adjacent propulsion pipes 21 and 24 are not damaged even if their axes are displaced by the eccentric amount E1.

本発明に係る可撓継手構造の一実施形態の断面視図である。It is a sectional view of one embodiment of the flexible joint structure concerning the present invention. 本発明に係る可撓継手構造の組み立て状態を示す図である。It is a figure which shows the assembly state of the flexible joint structure which concerns on this invention. 本発明に係る可撓継手構造の引っ張り部材の配置を示す図である。It is a figure which shows arrangement | positioning of the tension member of the flexible joint structure which concerns on this invention. 本発明に係る可撓継手構造の推力受け部材の配置を示す図である。It is a figure which shows arrangement | positioning of the thrust receiving member of the flexible joint structure which concerns on this invention. 本発明に係る可撓継手構造の先行推進管の圧入前の状態を示す図である。It is a figure which shows the state before the press injection of the advance propelling pipe of the flexible joint structure which concerns on this invention. 本発明に係る可撓継手構造の先行推進管の圧入後の状態を示す図である。It is a figure which shows the state after the press injection of the advance propelling pipe of the flexible joint structure which concerns on this invention. 本発明に係る可撓継手構造の後行推進管が圧入された状態を示す図である。It is a figure which shows the state by which the following propulsion pipe | tube of the flexible joint structure which concerns on this invention was press-fit. 本発明に係る可撓継手構造の推進管の取り付け状態を示す図である。It is a figure which shows the attachment state of the propulsion pipe of the flexible joint structure which concerns on this invention. 本発明に係る可撓継手構造を組み込んだ推進管の作用を示す図である。It is a figure which shows the effect | action of the propulsion pipe incorporating the flexible joint structure which concerns on this invention. 本発明に係る可撓継手構造の他の実施の形態を示す図である。It is a figure which shows other embodiment of the flexible joint structure which concerns on this invention. 図10に示す可撓継手装置を組み込んだ推進管の作用を示す図である。It is a figure which shows the effect | action of the propulsion pipe incorporating the flexible joint apparatus shown in FIG. 従来の可撓継手構造を示す図である。It is a figure which shows the conventional flexible joint structure.

符号の説明Explanation of symbols

1 可撓継手構造
2 継手構造本体
3 管体
4 管体
5 合成鋼管
6 合成鋼管
7 ゴムリング
8 スキンプレート
9 ゴムリング支持構造体
12 引っ張り部材
13 推力受け部材
14 剪断防止部材
DESCRIPTION OF SYMBOLS 1 Flexible joint structure 2 Joint structure main body 3 Tubing body 4 Tubing body 5 Synthetic steel pipe 6 Synthetic steel pipe 7 Rubber ring 8 Skin plate 9 Rubber ring support structure 12 Pull member 13 Thrust receiving member 14 Shear prevention member

Claims (3)

一方の管体と、他方の管体と、一方の管体と他方の管体と間に配置された、外側に向いた山を有するゴムリングと、一方の管体と他方の管体と間の外周を覆うスキンプレートと、ゴムリングの半径方向内側に配置されたゴムリング支持構造体とを備え、
前記ゴムリング支持構造体は、
一方の管体と他方の管体を連結し一方の管体と他方の管体を互いに近づく方向に引っ張るための引っ張り部材と、
引っ張り部材と独立して一方の管体と他方の管体を連結し一方の管体と他方の管体に推力が作用するときに一方の管体と他方の管体が互いに推力を受けあうようにするための推力受け部材と
を有し、
前記引っ張り部材は、一方の管体の側壁に設けた受け部と他方の管体の側壁に設けた受け部との間にあって一方の管体と他方の管体を1動作で互いに接離する方向に動かす作動部を有し、
前記推力受け部材は、一方の管体の側壁と他方の管体の側壁との間に連結されたロッドを有し、
前記引っ張り部材と前記推力受け部材とは、推進工法の施工で使用されるものであり、一方の管体と他方の管体とが推進工法で施工された後に除去されるものである
ことを特徴とする可撓継手構造。
One tubular body, the other tubular body, a rubber ring having a mountain facing outward and disposed between the one tubular body and the other tubular body, and between the one tubular body and the other tubular body. A skin plate that covers the outer periphery of the rubber ring, and a rubber ring support structure disposed radially inside the rubber ring,
The rubber ring support structure is
A pulling member for connecting one tube body and the other tube body and pulling one tube body and the other tube body toward each other ;
When one tube body and the other tube body are connected independently of the pulling member and thrust is applied to the one tube body and the other tube body, the one tube body and the other tube body are subjected to thrust. receiving thrust for the possess a member,
The pulling member is located between a receiving portion provided on the side wall of one tubular body and a receiving portion provided on the side wall of the other tubular body, and contacts and separates the one tubular body and the other tubular body from each other in one operation. Has an operating part to move to
The thrust receiving member has a rod connected between a side wall of one pipe body and a side wall of the other pipe body,
The pulling member and the thrust receiving member are used in the construction of the propulsion method, and are removed after one tube body and the other tube body are constructed by the propulsion method. <Br / > A flexible joint structure characterized by that.
引っ張り部材と推力受け部材は、周方向に一定間隔を置いて配置されていることを特徴とする請求項1に記載の可撓継手構造。   The flexible joint structure according to claim 1, wherein the pulling member and the thrust receiving member are arranged at regular intervals in the circumferential direction. 一方の管体と他方の管体を連結する剪断防止部材を設けたことを特徴とする請求項1または2に記載の可撓継手構造。   3. The flexible joint structure according to claim 1, further comprising a shear preventing member that connects one tube body and the other tube body.
JP2003415953A 2003-12-15 2003-12-15 Flexible joint structure Expired - Fee Related JP4128520B2 (en)

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JP2003415953A JP4128520B2 (en) 2003-12-15 2003-12-15 Flexible joint structure

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JP4128520B2 true JP4128520B2 (en) 2008-07-30

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