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JP7733981B2 - Hydraulic solidified embedded reinforcement steel rod and fixed cylindrical body - Google Patents
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JP7733981B2 - Hydraulic solidified embedded reinforcement steel rod and fixed cylindrical body - Google Patents

Hydraulic solidified embedded reinforcement steel rod and fixed cylindrical body

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JP7733981B2
JP7733981B2 JP2021012529A JP2021012529A JP7733981B2 JP 7733981 B2 JP7733981 B2 JP 7733981B2 JP 2021012529 A JP2021012529 A JP 2021012529A JP 2021012529 A JP2021012529 A JP 2021012529A JP 7733981 B2 JP7733981 B2 JP 7733981B2
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steel rod
solidified body
circumferential
reinforcing steel
fixing cylinder
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JP2021177060A (en
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裕 道脇
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Nejilaw Mo Ip Innovation
Nejilaw Inc
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Nejilaw Mo Ip Innovation
Nejilaw Inc
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Description

本発明は、水硬性固化体埋設型補強用鋼棒及び固定用筒状体に関するものである。 The present invention relates to a steel rod for reinforcing hydraulically solidified materials and a fixing cylinder.

従来、補強用鋼棒埋設水硬性固化体製の構造物を構築する際には、引抜き強度を向上する目的で、水硬性固化体に埋設する水硬性固化体埋設型補強用鋼棒の端部付近に、固定用筒状体を固定する必要が生じていた。水硬性固化体埋設型補強用鋼棒に対する固定用筒状体の固定は、固定用筒状体の両端に亘って貫通した開口に水硬性固化体埋設型補強用鋼棒を挿入することで、水硬性固化体埋設型補強用鋼棒の端部付近に固定用筒状体を連結している(例えば、特許文献1参照)。
なお、水硬性固化体埋設型補強用鋼棒としては例えば、特許文献2に記載の物が用いられる他、断面略円形の水硬性固化体埋設型補強用鋼棒の外周面の一部に長手方向が互いに平行な突条を水硬性固化体埋設型補強用鋼棒の軸方向全長に亘って略等間隔に多数、列設した物(例えば、特許文献3参照)等が用いられる。
Conventionally, when constructing a structure made of reinforcing steel bars embedded in a hydraulically solidified body, it has been necessary to fix a fixing cylinder near the end of the reinforcing steel bar embedded in the hydraulically solidified body in order to improve the pull-out strength. The fixing cylinder is fixed to the reinforcing steel bar embedded in the hydraulically solidified body by inserting the reinforcing steel bar into an opening that penetrates from end to end of the fixing cylinder, thereby connecting the fixing cylinder to the end of the reinforcing steel bar (see, for example, Patent Document 1).
Examples of reinforcing steel rods for embedding in hydraulically solidified bodies include those described in Patent Document 2, and also those having a substantially circular cross section and a large number of parallel longitudinal ridges arranged in a row on part of the outer surface of the rod at substantially equal intervals along the entire axial length of the reinforcing steel rod for embedding in hydraulically solidified bodies (see, for example, Patent Document 3).

特開2018-178365号公報Japanese Patent Application Laid-Open No. 2018-178365 特許1227542号公報Patent No. 1227542 特開昭56-135658号公報Japanese Unexamined Patent Publication No. 56-135658

上述した特許文献1に記載された固定用筒状部材は、鋼棒を遊嵌している鋼棒収容部の内部に硬化性充填材の充填を行う必要があるので、工事現場での硬化性充填材運搬や混練等の作業が発生して作業負担が大きくなってしまう。 The tubular fixing member described in Patent Document 1 requires that a hardenable filler be filled into the steel rod receiving section in which the steel rod is loosely fitted, which requires work such as transporting and mixing the hardenable filler at the construction site, resulting in a heavy workload.

また、上述した特許文献2に記載された物や特許文献3に記載された物等の水硬性固化体埋設型補強用鋼棒は、水硬性固化体埋設時において水硬性固化体の付着性に難があるとされている。また水硬性固化体埋設型補強用鋼棒には、雌ねじを螺合可能な物もあるが、リブの幅形状が周方向で変わらないことから、雌ねじのねじ部にリブが螺合し難いという問題がある。 Furthermore, reinforcing steel rods for embedding hydraulically solidified bodies, such as those described in Patent Document 2 and Patent Document 3, are said to have problems with the adhesion of the hydraulically solidified bodies when they are embedded. Furthermore, while some reinforcing steel rods for embedding hydraulically solidified bodies can be threaded with female threads, the width shape of the ribs does not change in the circumferential direction, making it difficult to thread the ribs onto the threaded portions of the female threads.

本発明は、上記問題点に鑑みて本発明者の鋭意研究により成されたものであり、簡易な構造によって、水硬性固化体埋設型補強用鋼棒の所望の軸方向位置に容易に固定用筒状体を位置決め固定可能で且つ水硬性固化体埋設型補強用鋼棒同士の連結性が向上し且つ水硬性固化体に対する埋設状態における引抜き強度を向上する手段を提供することを目的とする。 The present invention was developed through extensive research by the inventors in light of the above-mentioned problems, and aims to provide a means for easily positioning and fixing a fixing cylinder at the desired axial position of a reinforcing steel rod for embedded in a hydraulically solidified body using a simple structure, improving the connectivity between the reinforcing steel rods for embedded in a hydraulically solidified body, and improving the pull-out strength when embedded in the hydraulically solidified body.

本発明の一態様の水硬性固化体埋設型補強用鋼棒は、所定の領域に存して該領域の周方向中央部に向かって軸からの半径が漸次縮小して成る縮径面と、軸方向に列設されて径方向外向きに突出するリブと、軸方向に向って上記リブに交番して凹設される凹径面とを有し、上記リブは、上記径方向外向き突出する端部に一線状を成す先端部を有し、該一線状によって描かれる稜線が上記に対して直交する方向に延び且つ両端が上記縮径面に向って延設されることを特徴とする。
また、本発明の水硬性固化体埋設型補強用鋼棒は、前記リブが、中央部で最も径方向外向きに突出し、周方向端部に向って径方向の突出長さが漸次縮小することを特徴とする。
One embodiment of the present invention provides a steel rod for reinforcing a hydraulically solidified body that is embedded in a predetermined region and has a tapered surface that gradually reduces in radius from the axis toward the circumferential center of the region, ribs that are arranged in a row in the axial direction and protrude radially outward, and concave surfaces that are alternately recessed in the axial direction, and the ribs have a linear tip portion at the end that protrudes radially outward , and the ridge line drawn by the linear tip portion extends in a direction perpendicular to the axis, with both ends extending toward the tapered surface.
Furthermore, the hydraulically solidified body buried reinforcing steel rod of the present invention is characterized in that the ribs protrude radially outward most at the center and the radial protrusion length gradually decreases toward the circumferential ends.

また、本発明の水硬性固化体埋設型補強用鋼棒は、前記リブが互いに異なる法線方向に向く四つの面を有することを特徴とする。 Furthermore, the present invention's steel rod for reinforcing a hydraulically solidified body embedded therein is characterized in that the rib has four surfaces whose normal directions are different from each other.

また、本発明の水硬性固化体埋設型補強用鋼棒は、前記リブが周方向端部が先鋭形状を成すことを特徴とする。 Furthermore, the hydraulically solidified body-buried reinforcing steel rod of the present invention is characterized in that the ribs have sharpened circumferential ends.

また、本発明の水硬性固化体埋設型補強用鋼棒は、前記先端部は、周方向の両端部分であって、前記四つの面を前記軸を中心とする回転方向に向かってそれぞれ延長して成る仮想延長面に囲繞される湾曲した細身の三角錐空間領域より小さく各々設定される、3次曲面状表面を有する略三角錐形状を成すことを特徴とし、これによって固定用筒状体に嵌合する際に、固定用筒状体の内周面に形成される凹状部同士の端部間に引っ掛かることなくスムーズにリブを凹状部に嵌入することが可能となる。 Furthermore, the hydraulically solidified body-buried reinforcing steel rod of the present invention is characterized in that the tip portion, at both circumferential end portions, has an approximately triangular pyramid shape with a three-dimensional curved surface that is smaller than the curved, slender triangular pyramid spatial area surrounded by imaginary extension planes formed by extending each of the four faces in the direction of rotation about the axis. This allows the rib to be smoothly inserted into the recessed portion formed on the inner peripheral surface of the fixing cylinder when fitted into the fixing cylinder without getting caught between the ends of the recessed portions.

また、本発明の水硬性固化体埋設型補強用鋼棒は、前記リブ及び前記凹径面は、軸心に対して対称な二領域に配設され、当該二領域で、前記リブ同士及び前記凹径面同士は、軸方向位置が異なるように配されることを特徴とする。 Furthermore, the present invention features a steel rod for reinforcing a hydraulically solidified body embedded in a concrete structure, in which the ribs and the concave surfaces are arranged in two regions symmetrical with respect to the axis, and in which the ribs and the concave surfaces are arranged at different axial positions in the two regions.

また、本発明の水硬性固化体埋設型補強用鋼棒は、前記リブが展開状態が略四角錘形状を成すことを特徴とする。 Furthermore, the steel rod for reinforcing hydraulically solidified bodies embedded in the present invention is characterized in that the ribs form an approximately square pyramid shape when expanded.

本発明の一態様の固定用筒状体は、水硬性固化体埋設型補強用鋼棒を囲繞し得る内周面を有する固定用筒状体であって、前記内周面が、軸心からの距離が略等距離の大径面と、上記大径面よりも周方向内側に突出し、軸方向に列設される係合凸部と、軸方向に向って上記係合凸部に交番して凹設され、軸心からの距離が中央部で最長となり、周方向端部に向って漸次縮小する凹状部と、を有し、上記凹状部は、上記水硬性固化体埋設型補強用鋼棒のリブを周方向及び/又は径方向から進入させ得、受容することを特徴とする。 One embodiment of the fixing cylindrical body of the present invention is a fixing cylindrical body having an inner peripheral surface capable of surrounding a reinforcing steel rod for embedding in a hydraulically solidified body, the inner peripheral surface having a large diameter surface that is approximately equidistant from the axis center, engaging protrusions that protrude circumferentially inward from the large diameter surface and are arranged in a row in the axial direction, and recessed portions that are recessed alternately into the engaging protrusions in the axial direction , with the distance from the axis center being longest at the center and gradually decreasing toward the circumferential ends , and the recessed portions are characterized in that they can receive the ribs of the reinforcing steel rod for embedding in a hydraulically solidified body by entering them from the circumferential and/or radial directions.

また、本発明の固定用筒状体は、前記凹状部が周方向に開放端と、閉塞端とを有し、上記開放端側から前記リブを受容し、上記閉塞端によって前記リブの周方向の変位を規制し得ることを特徴とする。 The fixing cylinder of the present invention is also characterized in that the recessed portion has an open end and a closed end in the circumferential direction, receives the rib from the open end side, and is capable of restricting circumferential displacement of the rib by the closed end.

また、本発明の固定用筒状体は、前記凹状部が開放端が軸方向に拡開した誘い込み形状を有することを特徴とする。 The fixing cylinder of the present invention is also characterized in that the recessed portion has a guide shape in which the open end is widened in the axial direction.

また、本発明の固定用筒状体は、前記凹状部が閉塞端側に軸方向に縮閉した形状を有することを特徴とする。 The fixing cylinder of the present invention is also characterized in that the recessed portion has a shape that is axially contracted toward the closed end.

また、本発明の固定用筒状体は、前記凹状部が閉塞端側に前記水硬性固化体埋設型補強用鋼棒との逆向きの相対回転を防止するストッパを設けることを特徴とする。 Furthermore, the fixing cylinder of the present invention is characterized in that the recessed portion has a stopper on the closed end side to prevent reverse relative rotation with the hydraulically solidified body buried reinforcing steel rod.

また、本発明の固定用筒状体は、前記凹状部が開放端よりも中途部分が幅広であることを特徴とする。 The fixing cylinder of the present invention is also characterized in that the recessed portion is wider at its middle than at its open end.

前記凹状部は、略涙滴形状を有することを特徴とする請求項11記載の固定用筒状体。 The fixing cylinder according to claim 11, characterized in that the recessed portion has an approximately teardrop shape.

また、本発明の固定用筒状体は、外周にヒンジ部を有し、前記凹状部は、周方向両端が先鋭状で周方向中央部が拡幅した形状を有し、上記ヒンジ部により外周が撓むことにより、内周空間が周方向及び/又は径方向に拡がることを特徴とする。 The fixing cylindrical body of the present invention also has a hinge portion on its outer periphery, and the recessed portion has a shape that is sharp at both circumferential ends and widens in the circumferential center, and the hinge portion causes the outer periphery to bend, thereby expanding the inner circumferential space in the circumferential and/or radial directions.

また、本発明の固定用筒状体は、前記凹状部が略楕円形状又は略菱形状を有することを特徴とする。 Furthermore, the fixing cylinder of the present invention is characterized in that the recessed portion has a substantially elliptical or substantially diamond shape.

また、本発明の固定用筒状体は、周方向が二つ以上の部分に分割されて成る二つ以上の分割体によって構成されることを特徴とする。 Furthermore, the fixing cylindrical body of the present invention is characterized in that it is composed of two or more divided bodies, each divided circumferentially into two or more parts.

また、本発明の固定用筒状体は、前記分割体が付勢部材によって内周空間が周方向及び又は径方向に拡大可能に一体化されることを特徴とする。 The fixing cylindrical body of the present invention is also characterized in that the divided bodies are integrated by a biasing member so that the inner space can expand circumferentially and/or radially.

また、本発明の固定用筒状体は、外周面が螺旋状に一方向にねじれた形状を有することを特徴とする。 The fixing cylinder of the present invention is also characterized by having an outer surface that is spirally twisted in one direction.

また、本発明の固定用筒状体は、外周及び/又は内周に薄肉部を有し、前記凹状部は、周方向両端が先鋭状で周方向中央部が拡幅した形状を有し、上記薄肉部の弾性変形によって、内周空間を周方向及び/又は径方向に変形させることを特徴とする。 The fixing cylinder of the present invention also has a thin-walled portion on the outer and/or inner circumference, and the recessed portion has a shape that is sharp at both circumferential ends and widens in the circumferential center, and the inner space is deformed circumferentially and/or radially by elastic deformation of the thin-walled portion.

また、本発明の固定用筒状体は、前記水硬性固化体埋設型補強用鋼棒を囲繞し得る回転制御機構を内部に装着する装着部を有し、上記装着部は、径方向及び/又は軸方向に沿った上記回転制御機構の変位を規制し得ることを特徴とする。 Furthermore, the fixing cylinder of the present invention has a mounting portion for mounting a rotation control mechanism therein that can surround the hydraulically solidified body-buried reinforcing steel rod, and the mounting portion is characterized in that it can regulate the displacement of the rotation control mechanism in the radial and/or axial directions.

また、本発明の固定用筒状体は、前記回転制御機構が、前記水硬性固化体埋設型補強用鋼棒に係合して水硬性固化体埋設型補強用鋼棒との相対回転を規制する内周面を有することを特徴とする。 The fixing cylinder of the present invention is also characterized in that the rotation control mechanism has an inner surface that engages with the hydraulically solidified body-buried reinforcing steel rod and restricts relative rotation with the hydraulically solidified body-buried reinforcing steel rod.

また、本発明の固定用筒状体は、前記回転制御機構が、前記凹状部が前記リブを受容する前の状態で、前記凹状部が前記リブを受容するときの回転方向に沿った、前記水硬性固化体埋設型補強用鋼棒の回転角を規制する角度規制手段と、前記凹状部が前記リブを受容するときの前記水硬性固化体埋設型補強用鋼棒の回転方向と逆向きに前記水硬性固化体埋設型補強用鋼棒が回転するのを規制する第一の規制手段と、前記凹状部が前記リブを受容した後、前記水硬性固化体埋設型補強用鋼棒の上記逆向きの回転を規制する第二の規制手段とを有することを特徴とする。 The fixing cylinder of the present invention is also characterized in that the rotation control mechanism comprises: an angle restriction means for restricting the rotation angle of the hydraulically solidified body-embedded reinforcing steel rod along the rotation direction when the recessed portion receives the rib before the recessed portion receives the rib; a first restriction means for restricting the hydraulically solidified body-embedded reinforcing steel rod from rotating in a direction opposite to the rotation direction of the hydraulically solidified body-embedded reinforcing steel rod when the recessed portion receives the rib; and a second restriction means for restricting the opposite rotation of the hydraulically solidified body-embedded reinforcing steel rod after the recessed portion receives the rib.

また、本発明の水硬性固化体埋設型補強用鋼棒は、前記回転制御機構は、周方向の一部が途切れた形状で、径方向及び/又は周方向に弾性変形して周方向の端部同士が離間した拡開状態と、上記端部同士が接触して閉じた縮小状態との間で遷移可能とすることを特徴とする。
また、本発明の他の態様の固定用筒状体は、水硬性固化体埋設型補強用鋼棒を囲繞し得る内周面を有する固定用筒状体であって、上記内周面が、軸心からの距離が略等距離の大径面と、上記大径面よりも周方向内側に突出し、軸方向に列設される係合凸部と、軸方向に向って上記係合凸部に交番して凹設され、上記水硬性固化体埋設型補強用鋼棒のリブを周方向及び/又は径方向から進入させ得、受容する凹状部と、外周に設けられたヒンジ部と、を有し、上記凹状部は、周方向両端が先鋭状で周方向中央部が拡幅した形状を有し、上記ヒンジ部により外周が撓むことにより、内周空間が周方向及び/又は径方向に拡がることを特徴とする。
また、本発明の他の態様の固定用筒状体は、水硬性固化体埋設型補強用鋼棒を囲繞し得る内周面を有する固定用筒状体であって、上記内周面が、軸心からの距離が略等距離の大径面と、上記大径面よりも周方向内側に突出し、軸方向に列設される係合凸部と、軸方向に向って上記係合凸部に交番して凹設され、上記水硬性固化体埋設型補強用鋼棒のリブを周方向及び/又は径方向から進入させ得、受容する凹状部と、を有し、上記筒状体は、周方向が二つ以上の部分に分割されて成る二つ以上の分割体によって構成されることを特徴とする。
Furthermore, the hydraulically solidified body-buried reinforcing steel rod of the present invention is characterized in that the rotation control mechanism has a shape in which part of the circumference is interrupted, and is capable of elastically deforming in the radial and/or circumferential directions to transition between an expanded state in which the circumferential ends are separated from each other, and a contracted state in which the circumferential ends are in contact with each other and closed.
Another aspect of the fixing cylindrical body of the present invention is a fixing cylindrical body having an inner peripheral surface capable of surrounding a hydraulically solidified body-embedded reinforcing steel rod, the inner peripheral surface having a large diameter surface that is approximately equidistant from the axis center, engaging protrusions that protrude circumferentially inward from the large diameter surface and are arranged in a row in the axial direction, concave portions that are alternately recessed in the axial direction into the engaging protrusions and allow the ribs of the hydraulically solidified body-embedded reinforcing steel rod to enter from the circumferential and/or radial directions and receive them, and a hinge portion provided on the outer periphery, the concave portions having sharpened circumferential ends and a widened circumferential central portion, and the hinge portion causes the outer periphery to flex, thereby expanding the inner peripheral space in the circumferential and/or radial directions.
Another aspect of the fixing cylindrical body of the present invention is a fixing cylindrical body having an inner peripheral surface capable of surrounding a reinforcing steel rod for embedding in a hydraulically solidified body, the inner peripheral surface having a large diameter surface that is approximately equidistant from the axis, engaging protrusions that protrude circumferentially inward from the large diameter surface and are arranged in a row in the axial direction, and recessed portions that are recessed alternately in the engaging protrusions toward the axial direction and can receive ribs of the reinforcing steel rod for embedding in a hydraulically solidified body from the circumferential and/or radial directions, and the cylindrical body is characterized in being composed of two or more divided bodies that are divided circumferentially into two or more parts.

本発明によれば、簡易な構造によって、水硬性固化体埋設型補強用鋼棒の所望の軸方向位置に容易に固定用筒状体を位置決め固定可能で且つ水硬性固化体埋設型補強用鋼棒同士の連結性が向上し且つ水硬性固化体に対する埋設状態における引抜き強度を向上することができる。 This invention uses a simple structure to easily position and fix the fixing cylinder at the desired axial position of the reinforcing steel rod for embedded hydraulic solidification, improving the connectivity between the reinforcing steel rods for embedded hydraulic solidification and improving the pull-out strength when embedded in the hydraulic solidification.

本実施形態の水硬性固化体埋設型補強用鋼棒を示し、(a)は正面図、(b)はA-A線断面図である。1A and 1B show a hydraulically solidified body-buried reinforcing steel rod according to this embodiment, in which FIG. 1A is a front view and FIG. 1B is a cross-sectional view taken along line AA. 本実施形態の水硬性固化体埋設型補強用鋼棒のリブを示す図である。1 is a view showing a rib of a hydraulically solidified body buried type reinforcing steel bar according to an embodiment of the present invention. FIG. 水硬性固化体埋設型補強用鋼棒を示す断面図である。FIG. 2 is a cross-sectional view showing a hydraulically solidified body buried reinforcing steel rod. リブの他の形状例を示し、(a)は側面図、(b)は正面図、(c)は断面図である。10A to 10C show other examples of the shape of the rib, where (a) is a side view, (b) is a front view, and (c) is a cross-sectional view. 本実施形態の固定用筒状体を示し、(a)は平面図、(b)は断面図である。1A and 1B show a fixing cylinder of the present embodiment, in which FIG. 1A is a plan view and FIG. 1B is a cross-sectional view. 固定用筒状体を示す断面図である。FIG. 3 is a cross-sectional view showing a fixing cylinder. リブの凹状部への進入を模式的に示し、(a)は凹状部への進入前の位置を示す図、(b)は凹状部に嵌合したときの位置を示す図である。5A and 5B are diagrams showing the rib entering the recessed portion, in which FIG. 5A is a diagram showing the position before entering the recessed portion, and FIG. 5B is a diagram showing the position when fitted into the recessed portion. 先端部の形状例を示す図である。10A and 10B are diagrams illustrating examples of the shape of a tip portion. 固定用筒状体の他の内周形状例を示す図である。10A and 10B are diagrams showing other examples of the inner peripheral shape of the fixing cylindrical body. リブの凹状部への進入を模式的に示し、(a)は進入前の位置を示す図、(b)は凹状部に嵌合したときの位置を示す図である。5A and 5B are diagrams showing the rib entering the recessed portion, in which FIG. 5A is a diagram showing the position before entering, and FIG. 5B is a diagram showing the position when fitted into the recessed portion. 回転防止部材を示す斜視図である。FIG. 他の固定用筒状体を示す斜視図である。FIG. 10 is a perspective view showing another fixing cylindrical body. 固定用筒状体を示し、(a)は平面図、(b)は正面図である。1A and 1B show a fixing cylindrical body, in which FIG. 1A is a plan view and FIG. 1B is a front view. 固定用筒状体を示す断面図である。FIG. 3 is a cross-sectional view showing a fixing cylinder. ヒンジ部の撓みによるスリットの拡開を示す図である。10A and 10B are diagrams illustrating the widening of a slit due to bending of a hinge portion. 拡開防止部材を示す斜視図である。FIG. 固定用筒状体に対する拡開防止部材の向きを示す斜視図である。FIG. 10 is a perspective view showing the orientation of the expansion prevention member relative to the fixing cylinder. 拡開防止部材を設けた固定用筒状体を示す図である。FIG. 10 is a view showing a fixing cylindrical body provided with an expansion prevention member. 分割体により成る固定用筒状体を示す図である。FIG. 10 is a view showing a fixing cylindrical body made up of divided bodies. 固定用筒状体を示す図である。FIG. 10 is a view showing a fixing cylinder. 回転制御リングを示し、(a)は斜視図、(b)は平面図、(c)は側面図である。1A, 1B, and 1C are a perspective view, a plan view, and a side view, respectively, of a rotation control ring. 固定用筒状体を示し、(a)は平面図、(b)はA-A断面図である。1A and 1B show a fixing cylindrical body, in which FIG. 1A is a plan view and FIG. 1B is a cross-sectional view taken along the line AA. 軸方向視で装着部内部を示す断面図である。FIG. 4 is a cross-sectional view showing the inside of the mounting portion as viewed in the axial direction. 固定用筒状体内での回転制御リングの向きの遷移を示す図であり、(a)は水硬性固化体埋設型補強用鋼棒が固定用筒状体に挿入されるときの向き、(b)は水硬性固化体埋設型補強用鋼棒と固定用筒状体とが接続されたときの向きを示す。10A and 10B are diagrams showing the transition of the orientation of the rotation control ring within the fixing cylinder, where (a) shows the orientation when the hydraulically solidified body-embedded reinforcing steel rod is inserted into the fixing cylinder, and (b) shows the orientation when the hydraulically solidified body-embedded reinforcing steel rod and the fixing cylinder are connected. 端部と第一周方向係合部とが係合する前後を示し、(a)は係合前の状態を示す断面図、(b)は係合したときの状態を示す断面図である。10A is a cross-sectional view showing the state before engagement between the end portion and the first circumferential engaging portion, and FIG. 10B is a cross-sectional view showing the state after engagement. 固定用筒状体を示す図である。FIG. 10 is a view showing a fixing cylinder.

以下に本発明の水硬性固化体埋設型補強用鋼棒と固定用筒状体とによる嵌合構造の実施形態について図面を参照して説明する。嵌合構造は、固定用筒状体の内周に水硬性固化体埋設型補強用鋼棒を挿入して水硬性固化体埋設型補強用鋼棒及び固定用筒状体の一方を他方に対して相対的に回転させることで両者を嵌合させて固定するものである。 An embodiment of the fitting structure of the present invention, consisting of a reinforcing steel rod for buried hydraulically solidified material and a fixing cylinder, is described below with reference to the drawings. The fitting structure involves inserting the reinforcing steel rod for buried hydraulically solidified material into the inner periphery of the fixing cylinder, and then rotating one of the reinforcing steel rod for buried hydraulically solidified material and the fixing cylinder relative to the other, thereby fitting and fixing them together.

図1は、本実施形態の水硬性固化体埋設型補強用鋼棒1を示し、(a)は正面図、(b)はA-A線断面図である。図2は、本実施形態の水硬性固化体埋設型補強用鋼棒のリブ4を示す図である。水硬性固化体埋設型補強用鋼棒1は、長尺状を成す鋼製の部材であり、水硬性固化体を補強する目的として水硬性固化体に埋設されるものである。水硬性固化体埋設型補強用鋼棒1は、軸心を挟んで相対する所定の二領域に存してそれぞれ軸方向に延在し該領域の周方向中央部に向かって軸からの半径が漸次縮小して成る縮径面2と、軸方向に列設されて径方向外向きに突出するリブ4と、軸方向に向かってリブ4に交番して凹設される凹径面6とを有する。 Figure 1 shows a reinforcing steel rod 1 for embedded hydraulically solidified bodies according to this embodiment, with (a) being a front view and (b) being a cross-sectional view taken along line A-A. Figure 2 shows a rib 4 of the reinforcing steel rod for embedded hydraulically solidified bodies according to this embodiment. The reinforcing steel rod 1 for embedded hydraulically solidified bodies is a long steel member that is embedded in the hydraulically solidified body for the purpose of reinforcing the hydraulically solidified body. The reinforcing steel rod 1 for embedded hydraulically solidified bodies has two predetermined regions facing each other across the axis, each extending in the axial direction and gradually decreasing in radius from the axis toward the circumferential center of the region, a row of ribs 4 arranged in the axial direction and protruding radially outward, and concave surfaces 6 that are alternately recessed in the ribs 4 along the axial direction.

なお、凹径面6は、軸心からの距離が縮径面2における軸心からの距離の範囲内となるように設定される。例えば、凹径面6は、縮径面2の周方向中央部における半径に相当する距離となるように、軸心からの距離を設定し得る。 The distance of the concave surface 6 from the axis center is set to be within the range of the distance from the axis center of the reduced diameter surface 2. For example, the distance of the concave surface 6 from the axis center can be set to be a distance equivalent to the radius of the circumferential center of the reduced diameter surface 2.

リブ4は、図2に示すように、径方向端部に先端部10を有し、該先端部10を成す稜線12が軸直角方向に且つ両端が縮径面2に向って延設される。また、リブ4は、互いに異なる法線方向に向く四つの面14a~14dから成る。 As shown in Figure 2, the rib 4 has a tip 10 at its radial end, with the ridge 12 forming the tip 10 extending perpendicular to the axis and both ends extending toward the reduced diameter surface 2. The rib 4 also consists of four surfaces 14a to 14d that face in different normal directions.

四つの面14a~14dは、水硬性固化体埋設型補強用鋼棒1の外周面を仮想の平面に展開(展開状態)にしたときに略四角錐形状を成す。ここで四つの面14a~14dの内、図2に示す向きにおける左上を面14a、左下を面14b、右上を面14c、右下を面14dとする。 The four faces 14a to 14d form a roughly quadrangular pyramid shape when the outer surface of the hydraulically solidified body buried reinforcing steel bar 1 is unfolded (unfolded) on an imaginary plane. Of the four faces 14a to 14d, the upper left in the orientation shown in Figure 2 is face 14a, the lower left is face 14b, the upper right is face 14c, and the lower right is face 14d.

面14aと面14bとの間、及び面14cと面14dとの間の境界となる稜線12は、軸直角方向に延び、両端が縮径面2に向っている。また、面14a~14dは、縮径面2側に位置する周方向端部に向って水硬性固化体埋設型補強用鋼棒1の軸方向に縮小した形状、即ち幅が縮小した形状を有する。従ってリブ4は、周方向端部が先鋭の先端部10を成している。 The ridges 12 that form the boundaries between surfaces 14a and 14b, and between surfaces 14c and 14d, extend perpendicular to the axis, with both ends facing the reduced diameter surface 2. Furthermore, surfaces 14a to 14d have a shape that narrows in the axial direction of the hydraulically solidified body-embedded reinforcing steel bar 1 toward the circumferential end located on the reduced diameter surface 2 side, i.e., a shape that narrows in width. Therefore, the circumferential end of the rib 4 forms a sharp tip 10.

なお、先端部10は、断面形状が略鋭角状又は略鈍角状或いは、略円弧状を成すものであってもよく若しくは微小平坦面状であってもよいが、好ましくは、微小円弧状とする。
また、リブ4及び凹径面6は、軸心を挟んで相対する二領域に設けられており、各領域でリブ4同士及び凹径面6同士の軸方向位置が段違いに設定される。即ち、軸心を挟んで一方の領域のリブ4の位置には、他方の領域の凹径面6が配される。また一方の領域の凹径面6の位置には、他方の領域のリブ4が配される。勿論、リブ4及び凹径面6同士の軸方向位置が一致するように設定してもよい。
The cross-sectional shape of the tip 10 may be substantially acute-angled, substantially obtuse-angled, or substantially arc-shaped, or may be a minute flat surface, but is preferably a minute arc-shaped.
The ribs 4 and the recessed diameter surfaces 6 are provided in two regions facing each other across the axis, and the axial positions of the ribs 4 and the recessed diameter surfaces 6 in each region are set to be staggered. That is, across the axis, the ribs 4 in one region are located at the positions of the recessed diameter surfaces 6 in the other region. Also, the ribs 4 in one region are located at the positions of the recessed diameter surfaces 6 in the other region. Of course, the axial positions of the ribs 4 and the recessed diameter surfaces 6 may be set to coincide with each other.

また、リブ4は、中央部で最も径方向外向きに突出し、周方向端部に向って径方向の突出長さが漸次縮小する。即ち、図1(b)に示す水硬性固化体埋設型補強用鋼棒1の軸心からリブ4の突出長さが最長の点までを半径とした仮想円Cよりも内側にリブ4の稜線12が配される。また、リブ4は、周方向端部が縮径面2に接続し、縮径面2と略面一の端面4aを有する。 The rib 4 protrudes radially outward most at its center, and its radial protrusion length gradually decreases toward its circumferential ends. In other words, the ridge line 12 of the rib 4 is located inside an imaginary circle C whose radius extends from the axis of the hydraulically solidified body-embedded reinforcing steel bar 1 shown in Figure 1(b) to the point where the rib 4 protrudes the longest. The rib 4 has an end surface 4a that connects to the reduced diameter surface 2 at its circumferential ends and is substantially flush with the reduced diameter surface 2.

リブ4の縮径面2との接続は、例えば、図3(a)に示すようにリブ4の周方向端部で曲線13a形状に稜線12を設定して接続させてもよく、図3(b)に示すようにリブ4の周方向端部で直線13b形状に稜線12を設定して接続させてもよい。 The connection of the rib 4 to the reduced diameter surface 2 may be made, for example, by setting a ridge line 12 in the shape of a curve 13a at the circumferential end of the rib 4 as shown in Figure 3(a), or by setting a ridge line 12 in the shape of a straight line 13b at the circumferential end of the rib 4 as shown in Figure 3(b).

また、図4は、リブ4の他の形状を示し、(a)は側面図、(b)は正面図、(c)は(a)のB-B線断面図であり、リブ4は、図4に示すように周方向端部で径方向の突出長さが略零となるように設定してもよい。このとき、リブ4は略一定の割合で突出長さが漸減するように設定される。
勿論、リブ4の突出長さは周方向に沿って漸次縮小する形状に限定されるものではなく、中央部から周方向端部に亘る所定領域で略一定な形状であってもよいが、周方向端部において稜線12を上記曲線13a或いは直線13b状に設定して縮径面2に接続させるものとする。
4 shows another shape of the rib 4, where (a) is a side view, (b) is a front view, and (c) is a cross-sectional view taken along line B-B of (a), and the rib 4 may be set so that the radial protrusion length at the circumferential end is approximately zero as shown in Fig. 4. In this case, the protrusion length of the rib 4 is set so that it gradually decreases at an approximately constant rate.
Of course, the protruding length of the rib 4 is not limited to a shape that gradually reduces along the circumferential direction, but may be a substantially constant shape in a predetermined region from the center to the circumferential end, but the ridge line 12 at the circumferential end is set to the curve 13a or straight line 13b as described above and connected to the reduced diameter surface 2.

また、リブ4の先端部は、周方向の両端部分であって、四つの面14a~14dを軸を中心とする回転方向に向かってそれぞれ延長して成る仮想延長面に囲繞される湾曲した細身の三角錐空間領域より小さく各々設定される、3次曲面状表面を有する略三角錐形状を成してもよい。即ち、リブ4の周方向の両端部分は、面14a~面14dよりも径方向内側に位置するように、軸直交方向の突出長さが漸次縮小する3次曲面状表面を成し得る。また、この3次曲面状表面は、略三角錐形状を成し得るが、勿論、湾曲面状ともなり得る。また、リブ4は、両端部分が縮径面2に接続しない形状、即ち縮径面2に対し周方向に離間し得る長さを有するものであってもよい。 Furthermore, the tip of the rib 4 may have an approximately triangular pyramid shape with a three-dimensional curved surface at both circumferential ends, each of which is set smaller than the curved, slender triangular pyramid spatial region surrounded by imaginary extension planes formed by extending the four faces 14a to 14d in the direction of rotation about the axis. In other words, both circumferential ends of the rib 4 may have a three-dimensional curved surface whose protruding length in the direction perpendicular to the axis gradually decreases so that they are located radially inward from faces 14a to 14d. Furthermore, this three-dimensional curved surface may have an approximately triangular pyramid shape, but it can also have a curved surface shape. Furthermore, the rib 4 may have a shape such that both ends are not connected to the reduced diameter surface 2, i.e., have a length that allows them to be separated from the reduced diameter surface 2 in the circumferential direction.

次に固定用筒状体20について説明する。固定用筒状体20は、貫通孔によって両端が開口し、且つ水硬性固化体埋設型補強用鋼棒1を囲繞し得る内周形状を有する金属製部材である。 Next, we will explain the fixing cylinder 20. The fixing cylinder 20 is a metal member with through holes at both ends and an inner circumferential shape that can surround the hydraulically solidified body-buried reinforcing steel rod 1.

図5は、本実施形態の固定用筒状体20を示し、(a)は平面図、(b)は断面図である。固定用筒状体20は、水硬性固化体埋設型補強用鋼棒1を囲繞する内周面を有しており、内周面は、軸心を挟んで相対する位置に配された大径面22と、大径面22に対して周方向に位置する係合凸部24及び凹状部26を有して構成される。 Figure 5 shows the fixing cylinder 20 of this embodiment, with (a) being a plan view and (b) being a cross-sectional view. The fixing cylinder 20 has an inner circumferential surface that surrounds the hydraulically solidified body-buried reinforcing steel rod 1. The inner circumferential surface is composed of large-diameter surfaces 22 arranged at positions facing each other across the axis, and engaging protrusions 24 and recesses 26 positioned circumferentially relative to the large-diameter surfaces 22.

大径面22は、軸心からの距離が略等距離で且つ水硬性固化体埋設型補強用鋼棒1を囲繞したときに、リブ4よりも径方向外側に位置するように設定される。即ち、リブ4よりも大径となるように半径が設定される。なお、大径面22は、軸心からの距離が略等距離に限定されるものではなく、少なくともリブ4に非接触とすれば軸心からの距離が周方向に沿って変わるように設定してもよい。 The large diameter surface 22 is set so that it is approximately equidistant from the axis and is located radially outward of the ribs 4 when surrounding the hydraulically solidified body-buried reinforcing steel bar 1. In other words, the radius is set so that it has a larger diameter than the ribs 4. Note that the large diameter surface 22 is not limited to being approximately equidistant from the axis, and may be set so that its distance from the axis center varies along the circumferential direction, as long as it is at least not in contact with the ribs 4.

係合凸部24は、大径面22よりも周方向内側に突出し、軸方向に複数列設される。また、係合凸部24は、水硬性固化体埋設型補強用鋼棒1を囲繞したときに、縮径面2よりも径方向外側に位置するように軸心からの距離が設定される。 The engaging protrusions 24 protrude circumferentially inward from the large diameter surface 22 and are arranged in multiple rows in the axial direction. Furthermore, the distance from the axial center of the engaging protrusions 24 is set so that, when they surround the hydraulically solidified body-buried reinforcing steel bar 1, they are positioned radially outward from the reduced diameter surface 2.

凹状部26は、係合凸部24に対して相対的に凹形状を有する窪みであり、軸方向に向って係合凸部24に交番して配される。凹状部26は、底部が少なくともリブ4よりも径方向外側に配されるように、深さが設定される。即ち、凹状部26は、軸心からの距離が略等距離となるように深さを設定し、且つ大径面2と略連続面を成すように連設し得る。勿論、凹状部26は、大径面22よりも軸心からの距離が長くなるように深さを設定してもよい。 The recessed portions 26 are depressions that have a concave shape relative to the engaging protrusions 24, and are arranged alternately with the engaging protrusions 24 in the axial direction. The depth of the recessed portions 26 is set so that their bottoms are located at least radially outward from the ribs 4. In other words, the depth of the recessed portions 26 can be set so that they are approximately equidistant from the axis, and they can be connected to the large diameter surface 2 to form an approximately continuous surface. Of course, the depth of the recessed portions 26 can also be set so that they are further from the axis than the large diameter surface 22.

また、凹状部26は、周方向一端(図5(b)における左端)が拡幅した開放端28となり、他端(図5(b)における右端)に向かって徐々に縮幅した形状を有すると共に、他端がリブ4の周方向の変位を規制する閉塞端となる。ここでは他端側に凹状部26の底面から径方向に突出する壁状のストッパ29を配設することで、閉塞端を形成している。また、ストッパ29は、少なくとも、リブ4の周方向の変位を規制するように、径方向の突出長さが設定される。 The recessed portion 26 has a shape in which one circumferential end (the left end in Figure 5(b)) forms an open end 28 with a widened width and gradually narrows toward the other end (the right end in Figure 5(b)), the other end being a closed end that restricts circumferential displacement of the rib 4. Here, the closed end is formed by disposing a wall-shaped stopper 29 that protrudes radially from the bottom surface of the recessed portion 26 on the other end side. The radial protruding length of the stopper 29 is set so as to restrict at least circumferential displacement of the rib 4.

また、水硬性固化体埋設型補強用鋼棒1のリブ4及び凹径面6に対応するように、係合凸部24及び凹状部26は、軸心を挟んで相対する二領域に配設されており、一領域の係合凸部24と他領域の係合凸部24とは互いに軸方向位置が段違いになるように設定される。ここで、図6は固定用筒状体20を示す断面図であって径方向に相離間して対向する二領域の係合凸部24と凹状部26の位置関係を示している。図6に示すように、左側に位置する一方の領域の係合凸部24に対し、右側に位置する他方の領域には凹状部26が配設され、一方の領域の凹状部26に対し、他方の領域には係合凸部24が配設される。 The engaging protrusions 24 and recessed portions 26 are arranged in two opposing regions across the axis to correspond to the ribs 4 and recessed surfaces 6 of the hydraulically solidified body-embedded reinforcing steel bar 1, with the engaging protrusions 24 in one region and the engaging protrusions 24 in the other region being set at different axial positions. Figure 6 is a cross-sectional view of the fixing cylinder 20, showing the positional relationship between the engaging protrusions 24 and recessed portions 26 in two opposing regions spaced apart in the radial direction. As shown in Figure 6, for the engaging protrusions 24 in one region located on the left, recessed portions 26 are arranged in the other region located on the right, and for the recessed portions 26 in one region, engaging protrusions 24 are arranged in the other region.

従って、水硬性固化体埋設型補強用鋼棒1のリブ4及び凹径面6と同様に、係合凸部24及び凹状部26を段違いにすることで、各凹状部26に水硬性固化体埋設型補強用鋼棒1のリブ4が嵌合し得る。なお、水硬性固化体埋設型補強用鋼棒1が、軸心を挟んで相対する二領域でリブ4及び凹径面6同士の軸方向位置を一致させた形状の場合は、係合凸部24及び凹状部26の軸方向位置を一致させるものとする。 Therefore, by making the engaging protrusions 24 and recessed portions 26 staggered, just like the ribs 4 and recessed surfaces 6 of the hydraulically solidified body-embedded reinforcing steel rod 1, the ribs 4 of the hydraulically solidified body-embedded reinforcing steel rod 1 can fit into each recessed portion 26. Note that if the hydraulically solidified body-embedded reinforcing steel rod 1 has a shape in which the axial positions of the ribs 4 and recessed surfaces 6 are aligned in two opposing regions across the axis, the axial positions of the engaging protrusions 24 and recessed portions 26 are aligned.

次に、水硬性固化体埋設型補強用鋼棒1と固定用筒状体20とを嵌合させる手順について説明する。先ず、固定用筒状体20の貫通孔に水硬性固化体埋設型補強用鋼棒1を挿入する。その際、水硬性固化体埋設型補強用鋼棒1の縮径面2を固定用筒状体20の係合凸部24及び凹状部26に対向させる。このとき、水硬性固化体埋設型補強用鋼棒1は、固定用筒状体20に接触せずに軸方向に沿って挿入し得る。即ち、縮径面2は、係合凸部24よりも径方向内側に、リブ4は大径面22よりも径方向内側に位置するため、水硬性固化体埋設型補強用鋼棒1を固定用筒状体20への接触を避けて挿入し得、軸方向に変位し得る。 Next, the procedure for fitting the hydraulically solidified body-embedded reinforcing steel rod 1 to the fixing cylinder 20 will be described. First, the hydraulically solidified body-embedded reinforcing steel rod 1 is inserted into the through-hole of the fixing cylinder 20. The reduced diameter surface 2 of the hydraulically solidified body-embedded reinforcing steel rod 1 faces the engaging protrusions 24 and recesses 26 of the fixing cylinder 20. The hydraulically solidified body-embedded reinforcing steel rod 1 can be inserted axially without coming into contact with the fixing cylinder 20. In other words, because the reduced diameter surface 2 is located radially inward of the engaging protrusions 24 and the rib 4 is located radially inward of the large diameter surface 22, the hydraulically solidified body-embedded reinforcing steel rod 1 can be inserted without coming into contact with the fixing cylinder 20, allowing it to be displaced axially.

水硬性固化体埋設型補強用鋼棒1を挿入した後、水硬性固化体埋設型補強用鋼棒1を固定用筒状体20に対して周方向に相対回転させて固定用筒状体20に固定する。ここで図7は、リブ4の凹状部26への進入を模式的に示し、(a)は凹状部26への進入前の位置を示す図、(b)は凹状部26に嵌合したときの位置を示す図である。なお図7は固定用筒状体20の内周面を正面側に示しており、リブ4の面14a~14dが凹状部26に対向することから、不図示の水硬性固化体埋設型補強用鋼棒1が紙面手前側に位置し、リブ4の不図示の稜線12や面14a~14dが紙面奥側に向かって凹状部26に対向する状態を示す。 After inserting the hydraulically solidified body-embedded reinforcing steel rod 1, the hydraulically solidified body-embedded reinforcing steel rod 1 is rotated circumferentially relative to the fixing cylinder 20 to fix it to the fixing cylinder 20. Figure 7 shows the rib 4 entering the recessed portion 26, with (a) showing the position before entering the recessed portion 26 and (b) showing the position when fitted into the recessed portion 26. Note that Figure 7 shows the inner peripheral surface of the fixing cylinder 20 from the front, and since surfaces 14a to 14d of the rib 4 face the recessed portion 26, the hydraulically solidified body-embedded reinforcing steel rod 1 (not shown) is positioned on the front side of the page, and the ridge 12 and surfaces 14a to 14d of the rib 4 (not shown) face the recessed portion 26 toward the back of the page.

水硬性固化体埋設型補強用鋼棒1は、図7(a)に示す、リブ4を開放端28から凹状部26内に進入するように定めた回転向きに相対回転する。また水硬性固化体埋設型補強用鋼棒1は、図7(b)に示すリブ4が凹状部26に嵌り且つリブ4の進行方向先端部が凹状部26の閉塞端に当接する位置まで相対回転される。 The hydraulically solidified body-embedded reinforcing steel rod 1 rotates in a predetermined direction so that the rib 4 enters the recessed portion 26 from the open end 28, as shown in Figure 7(a). The hydraulically solidified body-embedded reinforcing steel rod 1 is also rotated relative to the rib 4 until the rib 4 fits into the recessed portion 26 and the leading end of the rib 4 in the direction of travel abuts the closed end of the recessed portion 26, as shown in Figure 7(b).

これによってリブ4が係合凸部24間に嵌って、軸方向の位置が規制され、更にリブ4が閉塞端に当接して上記水硬性固化体埋設型補強用鋼棒1の回転向きに沿った周方向の変位が規制される。従って、水硬性固化体埋設型補強用鋼棒1が固定用筒状体20に対して固定されて、水硬性固化体埋設型補強用鋼棒1と固定用筒状体20とが連結される。 As a result, the rib 4 fits between the engaging protrusions 24, restricting its axial position, and the rib 4 abuts against the closed end, restricting circumferential displacement of the hydraulically solidified body-embedded reinforcing steel rod 1 in the direction of rotation. Therefore, the hydraulically solidified body-embedded reinforcing steel rod 1 is fixed to the fixing cylinder 20, connecting the hydraulically solidified body-embedded reinforcing steel rod 1 and the fixing cylinder 20.

以上、説明したように、水硬性固化体埋設型補強用鋼棒1を適宜量、例えば90°回転させるだけで、固定用筒状体20に連結させることできる。勿論、水硬性固化体埋設型補強用鋼棒1と固定用筒状体20の相対回転角度の設定は適宜設定可能である。また、水硬性固化体埋設型補強用鋼棒1のリブ4及び、固定用筒状体20の凹状部26が軸方向に沿って列設されていることから、水硬性固化体埋設型補強用鋼棒1の所望の軸方向位置に容易に固定用筒状体を位置決め固定することができる。 As explained above, the hydraulically solidified body-embedded reinforcing steel rod 1 can be connected to the fixing cylinder 20 simply by rotating it an appropriate amount, for example, 90°. Of course, the relative rotation angle between the hydraulically solidified body-embedded reinforcing steel rod 1 and the fixing cylinder 20 can be set as desired. Furthermore, because the ribs 4 of the hydraulically solidified body-embedded reinforcing steel rod 1 and the recessed portions 26 of the fixing cylinder 20 are aligned along the axial direction, the fixing cylinder can be easily positioned and fixed to the desired axial position of the hydraulically solidified body-embedded reinforcing steel rod 1.

また、水硬性固化体埋設型補強用鋼棒1と固定用筒状体20との相対回転だけで互いを強固に固定することができるので、水硬性固化体埋設型補強用鋼棒1と固定用筒状体20との間に硬化性充填材を充填する必要が無くなり、硬化性充填材の運搬や混錬、充填等の作業を省くことができ、作業時間を短縮させ得、作業効率を向上させることができる。また、雌ねじ状を成す固定用筒状体を螺合可能なタイプの水硬性固化体埋設型補強用鋼棒1に対して雌ねじ状を成す固定用筒状体を固定する従来の固定方式では、水硬性固化体埋設型補強用鋼棒1に対して固定用筒状体を何回転も回転させて螺合するため作業手間が多く、時間がかかっていたが、本発明によれば水硬性固化体埋設型補強用鋼棒1(或いは固定用筒状体20)を所望の軸方向位置まで軸方向移動させた後に小角の回転だけで固定することが出来る。 Furthermore, because the hydraulically solidified body-embedded reinforcing steel rod 1 and the fixing cylinder 20 can be firmly fixed to each other simply by rotating them relative to one another, there is no need to fill the space between the hydraulically solidified body-embedded reinforcing steel rod 1 and the fixing cylinder 20. This eliminates the need to transport, mix, and fill the hardenable filler, shortening work time and improving work efficiency. Furthermore, in conventional fixing methods in which a female-threaded fixing cylinder is fixed to a hydraulically solidified body-embedded reinforcing steel rod 1 that can be threaded with a female-threaded fixing cylinder, the fixing cylinder must be rotated multiple times to thread onto the hydraulically solidified body-embedded reinforcing steel rod 1, which is time-consuming and labor-intensive. However, according to the present invention, the hydraulically solidified body-embedded reinforcing steel rod 1 (or the fixing cylinder 20) can be fixed by simply rotating it axially to the desired axial position.

また、水硬性固化体埋設型補強用鋼棒1のリブ4は、展開状態で略四角錘形状であって径方向に端面を有しない形状とした。これによって、水硬性固化体埋設型補強用鋼棒1の水硬性固化体埋設状態で、面14a~14dの略全面が水硬性固化体に係合して水硬性固化体付着性が向上し、且つリブ4の高さを一定とするとき、隣接して設けられるリブ4とリブ4の間に存する水硬性固化体の水硬性固化体埋設型補強用鋼棒1の引き抜き方向における剪断面積が最大化される。
これは、従来の水硬性固化体埋設型補強用鋼棒、即ち、径方向に端面を有するリブが形成された特許文献1~3等を含む水硬性固化体埋設型補強用鋼棒では、当該端面が水硬性固化体に対して引き抜き方向の剪断抵抗に全く寄与しないが、本実施形態の水硬性固化体埋設型補強用鋼棒1においては、面14a~14d全面が剪断抵抗に寄与することで剪断抵抗が大きく向上するためである。
従って、本実施形態の水硬性固化体埋設型補強用鋼棒1は、全体又はその一部が水硬性固化体に埋設された水硬性固化体埋設状態における引抜抵抗力を最大化し、引抜き強度を向上することができる。勿論、水硬性固化体埋設型補強用鋼棒1を、水硬性固化体に埋設する場合、水硬性固化体埋設型補強用鋼棒1を水硬性固化体の固化前に埋設し、その後、固化したとき、引抜抵抗力を最大化することができる。
Furthermore, the ribs 4 of the hydraulically solidified body-embedded reinforcing steel bar 1 are substantially quadrangular pyramid-shaped in the expanded state, with no end faces in the radial direction. As a result, when the hydraulically solidified body-embedded reinforcing steel bar 1 is embedded in the hydraulically solidified body, substantially the entire surfaces 14a to 14d engage with the hydraulically solidified body, improving adhesion to the hydraulically solidified body. Furthermore, when the height of the ribs 4 is constant, the shear cross-sectional area of the hydraulically solidified body between adjacent ribs 4 in the pull-out direction of the hydraulically solidified body-embedded reinforcing steel bar 1 is maximized.
This is because, in conventional reinforcing steel rods for embedding in a hydraulic solidified body, i.e., steel rods for embedding in a hydraulic solidified body including those disclosed in Patent Documents 1 to 3, which have ribs with end faces in the radial direction, the end faces do not contribute at all to the shear resistance in the pull-out direction relative to the hydraulic solidified body, whereas in the reinforcing steel rod 1 for embedding in a hydraulic solidified body of this embodiment, the entire surfaces 14a to 14d contribute to the shear resistance, thereby greatly improving the shear resistance.
Therefore, the hydraulically solidified body-embedded reinforcing steel rod 1 of this embodiment can maximize the pull-out resistance and improve the pull-out strength when it is wholly or partially embedded in a hydraulically solidified body. Of course, when the hydraulically solidified body-embedded reinforcing steel rod 1 is embedded in a hydraulically solidified body, the hydraulically solidified body-embedded reinforcing steel rod 1 can be buried before the hydraulically solidified body solidifies, and then the pull-out resistance can be maximized when the hydraulically solidified body solidifies.

また、リブ4は先端部10が先鋭形状を成し、凹状部26の開放端28が拡幅した形状であるため、リブ4が係合凸部24に当接することで水硬性固化体埋設型補強用鋼棒1の固定用筒状体20に対する相対回転が規制されてしまうことを抑止し、引っ掛かること無くリブ4を凹状部26に進入させることが可能となる。従って、水硬性固化体埋設型補強用鋼棒1を固定用筒状体2に対して滑らかに相対回転させることができる。 Furthermore, the tip 10 of the rib 4 has a sharpened shape, and the open end 28 of the recessed portion 26 has a widened shape. This prevents the rib 4 from abutting against the engaging protrusion 24, restricting the relative rotation of the hydraulically solidified body-embedded reinforcing steel rod 1 with respect to the fixing cylinder 20, and allows the rib 4 to enter the recessed portion 26 without getting caught. This allows the hydraulically solidified body-embedded reinforcing steel rod 1 to rotate smoothly relative to the fixing cylinder 2.

また、リブ4の先端部10を図4に示すように更に先鋭化させれば、より引っ掛かり無くリブ4を凹状部26に進入させ得る。また、係合凸部24が周方向端部に面を有している限り、先端部10を先鋭状にしても、リブ4と係合凸部24とが接触し、水硬性固化体埋設型補強用鋼棒1の固定用筒状体20に対する相対回転が規制される可能性がある。そのため、図8(a)に示すように開放端28を更に大きく拡幅、即ち軸方向に大きく拡開した誘い込み形状とし、且つ係合凸部24の周方向端部を先鋭にすることが好ましい。更に、図8(b)に示すように先端部10及び係合凸部24の周方向端部をそれぞれ先鋭形状とすることがより好ましく、これによって端部同士が接触することが無くなり、よりリブ4が凹状部26に嵌合し易くなって、水硬性固化体埋設型補強用鋼棒1と固定用筒状体20との嵌合を容易に行うことができる。 Furthermore, if the tip 10 of the rib 4 is further sharpened as shown in Figure 4, the rib 4 can be inserted into the recessed portion 26 without getting caught. Furthermore, as long as the engaging protrusion 24 has a surface at its circumferential end, even if the tip 10 is sharpened, the rib 4 and the engaging protrusion 24 may come into contact, potentially restricting the relative rotation of the steel bar 1 for reinforcing a hydraulically solidified body with respect to the fixing cylinder 20. Therefore, as shown in Figure 8(a), it is preferable to further widen the open end 28, i.e., to form a guide shape that is greatly expanded in the axial direction, and to sharpen the circumferential end of the engaging protrusion 24. Furthermore, it is even more preferable to sharpen the circumferential end of the tip 10 and the engaging protrusion 24, as shown in Figure 8(b). This prevents the ends from coming into contact with each other, making it easier for the rib 4 to fit into the recessed portion 26 and facilitating the fitting of the steel bar 1 for reinforcing a hydraulically solidified body with the fixing cylinder 20.

なお、上述した実施形態においては、水硬性固化体埋設型補強用鋼棒1と固定用筒状体20とを固定できるが、水硬性固化体埋設型補強用鋼棒1を固定用筒状体20に固定させるときの回転向きと逆向きの回転を容易に行うことが可能である。そこで水硬性固化体埋設型補強用鋼棒1と固定用筒状体20との間で逆回転防止構造を設けてもよい。例えば、リブ4に対する凹状部の形状を変えることで逆回転防止構造を形成してもよい。ここで、図9は固定用筒状体20の他の内周形状例を示す図であり、例えば、凹状部30の軸方向長さ(幅)を開放端32側で縮小、即ち、凹状部30の開放端32を、中途部分よりも狭幅にして、逆回転防止構造を形成することができる。 In the above-described embodiment, the hydraulically solidified body-embedded reinforcing steel rod 1 and the fixing cylinder 20 can be fixed together, but it is also possible to easily rotate the hydraulically solidified body-embedded reinforcing steel rod 1 in the opposite direction to the rotation direction when fixing the hydraulically solidified body to the fixing cylinder 20. Therefore, a reverse rotation prevention structure may be provided between the hydraulically solidified body-embedded reinforcing steel rod 1 and the fixing cylinder 20. For example, the reverse rotation prevention structure may be formed by changing the shape of the recessed portion relative to the rib 4. Figure 9 shows another example of the inner peripheral shape of the fixing cylinder 20. For example, the axial length (width) of the recessed portion 30 can be reduced on the open end 32 side, i.e., the open end 32 of the recessed portion 30 can be made narrower than the middle portion to form a reverse rotation prevention structure.

その場合に、開放端32の幅をリブ4の最大幅(周方向中央部の幅)よりも小さく設定する。なお、開放端32の幅とリブ4の最大幅との差は、リブ4及び/又は係合凸部24を弾性変形させてリブ4が凹状部30に進入し得る程度に設定する。 In this case, the width of the open end 32 is set smaller than the maximum width of the rib 4 (the width at the circumferential center). The difference between the width of the open end 32 and the maximum width of the rib 4 is set to a degree that allows the rib 4 and/or the engaging protrusion 24 to elastically deform and enter the recessed portion 30.

図10はリブ4の凹状部30への進入を模式的に示し、(a)は凹状部30への進入前の位置を示す図、(b)は凹状部30に嵌合したときの位置を示す図である。図10において、紙面奥側に存する面14a、14bの凡その位置を点線と対応する符合によって示している。図10(a)に示すようにリブ4の面14a、14bが凹状部30の開放端32側で係合凸部24に当接するが、その抵抗に抗して押し込むことで面14a、14b及び/又は係合凸部24を弾性変形させ、図10(b)に示すように凹状部30にリブ4が進入させる。 Figure 10 schematically shows the entry of rib 4 into recessed portion 30, with (a) showing the position before entry into recessed portion 30 and (b) showing the position when engaged with recessed portion 30. In Figure 10, the approximate positions of surfaces 14a and 14b located on the far side of the page are indicated by dotted lines and corresponding symbols. As shown in Figure 10(a), surfaces 14a and 14b of rib 4 abut against engaging protrusion 24 on the open end 32 side of recessed portion 30, but by pushing against this resistance, surfaces 14a, 14b and/or engaging protrusion 24 are elastically deformed, allowing rib 4 to enter recessed portion 30 as shown in Figure 10(b).

このように凹状部30にリブ4を嵌合させることで、水硬性固化体埋設型補強用鋼棒1を固定用筒状体20に対して逆向きに相対回転しても、リブ4が凹状部30から外れるためには面14c、14d及び/又は係合凸部24を弾性変形させる程度の外力を加える必要が生じ、結果、逆回転防止構造が形成される。 By fitting the rib 4 into the recessed portion 30 in this way, even if the hydraulically solidified body-embedded reinforcing steel rod 1 rotates in the opposite direction relative to the fixing cylinder 20, an external force sufficient to elastically deform the surfaces 14c, 14d and/or the engaging protrusion 24 must be applied in order for the rib 4 to disengage from the recessed portion 30, thereby forming a reverse rotation prevention structure.

なお、固定用筒状体20は、外形形状によって逆回転防止構造を構成してもよい。具体的には図26に示すように断面六角形状の外周面の各面が螺旋状に一方向にねじれた形状とすることで構成することができる。このような固定用筒状体20においては、水硬性固化体埋設型補強用鋼棒と接続されて水硬性固化体等に埋設された状態で、引き抜き方向に荷重を受けたときに、固定用筒状体20に対して時計回りのトルクが発生し得るようにねじれの方向を設定する。また、平面視において直接視認できない外形上の点が無いようにしてもよい。即ち、所謂アンダーとなる部分が無いようにしてもよい。 The fixing cylinder 20 may have a reverse rotation prevention structure depending on its external shape. Specifically, as shown in Figure 26, each face of the outer periphery of the hexagonal cross section is spirally twisted in one direction. In such a fixing cylinder 20, the twist direction is set so that when the fixing cylinder 20 is connected to a hydraulically solidified body-buried reinforcing steel rod and embedded in a hydraulically solidified body, and a load is applied in the pull-out direction, a clockwise torque is generated on the fixing cylinder 20. Furthermore, there may be no points on the external shape that are not directly visible when viewed from above. In other words, there may be no so-called under parts.

また、逆回転防止構造は、水硬性固化体埋設型補強用鋼棒1及び固定用筒状体20とは別体の部材によって成してもよい。例えば、水硬性固化体埋設型補強用鋼棒1を固定用筒状体20に固定したとき、水硬性固化体埋設型補強用鋼棒1の縮径面2が固定用筒状体20の大径面22に対向し、縮径面2と大径面22との間に隙間が生じる。そこで図11に示すような、穴あきのプレート形状を有し、穴44の周囲にプレート面に直交方向に立設されるスペーサ部42を具える回転防止部材40によって縮径面2と大径面22との隙間を埋めてもよい。 The reverse rotation prevention structure may also be formed by a separate member from the hydraulically solidified body-embedded reinforcing steel rod 1 and the fixing cylinder 20. For example, when the hydraulically solidified body-embedded reinforcing steel rod 1 is fixed to the fixing cylinder 20, the reduced diameter surface 2 of the hydraulically solidified body-embedded reinforcing steel rod 1 faces the large diameter surface 22 of the fixing cylinder 20, creating a gap between the reduced diameter surface 2 and the large diameter surface 22. Therefore, as shown in Figure 11, the gap between the reduced diameter surface 2 and the large diameter surface 22 may be filled by a rotation prevention member 40 having a perforated plate shape and spacer portions 42 erected around the holes 44 in a direction perpendicular to the plate surface.

具体的には、スペーサ部42の先端が固定用筒状体20に対向する向きで、穴44に水硬性固化体埋設型補強用鋼棒1を挿通させて回転防止部材40を固定用筒状体20の端面に接触或いは接近させてスペーサ部42を縮径面2と大径面22との間に挿入して隙間を埋める。これによって、リブ4が凹状部30から退避する向きに水硬性固化体埋設型補強用鋼棒1又は固定用筒状体20が回転したとき、スペーサ部42によってリブ4の変位を規制することが出来る。 Specifically, the hydraulically solidified material-buried reinforcing steel rod 1 is inserted through the hole 44 with the tip of the spacer portion 42 facing the fixing cylinder 20, and the rotation prevention member 40 is brought into contact with or close to the end face of the fixing cylinder 20, inserting the spacer portion 42 between the reduced diameter surface 2 and the large diameter surface 22 to fill the gap. In this way, when the hydraulically solidified material-buried reinforcing steel rod 1 or the fixing cylinder 20 rotates in a direction that retracts the rib 4 from the recessed portion 30, the spacer portion 42 can restrict displacement of the rib 4.

なお、回転防止部材40を配設する場合は、例えば、回転防止部材40を挟んで固定用筒状体20に対向する位置で、水硬性固化体埋設型補強用鋼棒1に雌ねじ状固定用筒状体を螺合させてスペーサ部42の脱離を防止してもよい。また、スペーサ部42は基端側から先端側に向って薄厚化させた所謂くさび状としたり、立設面の外表を凹凸状として係合性を向上させてもよい。この場合、固定用筒状体20の大径面にも、対応する凹凸形状を設けてもよい。
また、このような回転防止部材は、従来の水硬性固化体埋設型補強用鋼棒と固定用筒状部材であって、水硬性固化体埋設型補強用鋼棒と固定用筒状部材とを螺合させたときに、水硬性固化体埋設型補強用鋼棒と固定用筒状部材との間で軸方向に間隙が生じるものに対して適用することが可能である。
When the rotation prevention member 40 is provided, for example, a female-threaded fixing cylinder may be screwed onto the hydraulically solidified body-buried reinforcing steel rod 1 at a position facing the fixing cylinder 20 across the rotation prevention member 40 to prevent detachment of the spacer portion 42. The spacer portion 42 may be wedge-shaped, with its thickness tapering from the base end to the tip end, or the outer surface of the erected surface may be uneven to improve engagement. In this case, a corresponding uneven shape may be provided on the large-diameter surface of the fixing cylinder 20.
Furthermore, such anti-rotation members can be applied to conventional reinforcing steel rods for buried hydraulic solidified bodies and fixing tubular members, in which an axial gap occurs between the reinforcing steel rods for buried hydraulic solidified bodies and the fixing tubular member when the two are screwed together.

また、上述した実施形態においては、リブ4が周方向に変位して凹状部26に進入するように凹状部26が開放端28を有する形状としたが、リブ4が径方向から凹状部26内に嵌るように固定用筒状体の形状を設定してもよい。ここで、図12は、他の固定用筒状体50を示す斜視図、図13は固定用筒状体50を示し、(a)は平面図、(b)は正面図である。固定用筒状体50は、一端部にフランジ部56を配した雌ねじ状固定用筒状体である。また固定用筒状体50は、筒壁の一部を軸方向に沿って薄く形成することで成るヒンジ部52、ヒンジ部52に対し軸心を挟んで径方向に対向する位置で軸方向に形成されるスリット54を有する。 In addition, in the above-described embodiment, the recessed portion 26 has an open end 28 so that the rib 4 can be displaced circumferentially and enter the recessed portion 26. However, the fixing cylinder may be shaped so that the rib 4 fits radially into the recessed portion 26. Figure 12 is a perspective view of another fixing cylinder 50, and Figure 13 shows the fixing cylinder 50, with (a) a plan view and (b) a front view. The fixing cylinder 50 is an internally threaded fixing cylinder with a flange portion 56 at one end. The fixing cylinder 50 also has a hinge portion 52 formed by thinning a portion of the cylindrical wall along the axial direction, and a slit 54 formed in the axial direction at a position radially opposite the hinge portion 52 across the axis.

フランジ部56は、ヒンジ部52に対応する箇所に切欠き部57が形成されており、該切欠き部57を除いて、固定用筒状体50の略全周に亘って半径方向外向きに突出する形状を有する。 The flange portion 56 has a notch 57 formed in a location corresponding to the hinge portion 52, and except for the notch 57, has a shape that protrudes radially outward around almost the entire circumference of the fixing cylindrical body 50.

また、図14は、図13(b)のD-D線で示す固定用筒状体50の断面図であり、固定用筒状体50は、内周面に凹状部58を有する。凹状部58は、ヒンジ部52及びスリット54に対して周方向の位相を四分の一ずらした箇所に形成される。また凹状部58は、略楕円形状や略菱形状等で、周方向両端が閉塞した形状を有する。凹状部58の窪みの深さは、中央部が最も深く、周方向に沿って徐々に浅く設定される。即ち、凹状部58は、固定用筒状体50の軸心からの距離が中央部で最長となって、中央部から周方向端部に向って漸次縮小する。
また固定用筒状体50の内周面の内、大径面22を除く凹状部58の周囲は干渉面60であってリブ4に干渉するように軸心からの距離が設定される。
FIG. 14 is a cross-sectional view of the fixing cylinder 50 taken along line D-D in FIG. 13(b), in which the fixing cylinder 50 has a recessed portion 58 on its inner circumferential surface. The recessed portion 58 is formed at a location that is one-quarter of the circumferential phase shifted from the hinge portion 52 and the slit 54. The recessed portion 58 has a shape that is generally elliptical or generally diamond-shaped, with both circumferential ends closed. The recessed portion 58 has a depth that is deepest at the center and gradually becomes shallower along the circumferential direction. That is, the distance from the axis of the fixing cylinder 50 to the recessed portion 58 is greatest at the center and gradually decreases from the center toward the circumferential ends.
The inner peripheral surface of the fixing cylinder 50 around the recessed portion 58 excluding the large diameter surface 22 is an interference surface 60 , and the distance from the axis is set so that it interferes with the rib 4 .

このような固定用筒状体50は、スリット54を拡開させるように筒壁が変形し得る。即ち、例えば固定用筒状体50の内周面に径方向外向きの力が作用した場合、図15に示すように筒壁を外側に拡げる向きにヒンジ部52が撓み、ヒンジ部52の撓みを妨げないようにスリット54が拡開する。 In this type of fixing cylindrical body 50, the cylindrical wall can deform so as to widen the slit 54. That is, for example, when a radially outward force acts on the inner peripheral surface of the fixing cylindrical body 50, the hinge portion 52 bends in a direction that widens the cylindrical wall outward, as shown in Figure 15, and the slit 54 widens so as not to interfere with the bending of the hinge portion 52.

従って、固定用筒状体50に水硬性固化体埋設型補強用鋼棒1を挿通させて固定するときに、水硬性固化体埋設型補強用鋼棒1を相対回転させると、リブ4が干渉面60に接触して回転を妨げる抵抗となるが、ヒンジ部52の弾性変形でスリット54が開くことで、内周面により画定される内周空間が拡がって凹状部58及び干渉面60等が略径方向外方に変位する。 Therefore, when the hydraulically solidified body embedded reinforcing steel rod 1 is inserted into and fixed to the fixing cylinder 50, if the hydraulically solidified body embedded reinforcing steel rod 1 is rotated relative to the fixing cylinder 50, the rib 4 comes into contact with the interference surface 60, creating resistance that prevents rotation. However, the hinge portion 52 elastically deforms, opening the slit 54, expanding the inner space defined by the inner peripheral surface, and displacing the recessed portion 58, interference surface 60, etc., generally radially outward.

これにより水硬性固化体埋設型補強用鋼棒1をさらに相対回転し得、リブ4が干渉面60に摺接しながら周方向に変位し得る。リブ4が凹状部58に重畳する位置まで変位したとき、凹状部58にリブ4が嵌合する。即ち、拡がっていた内周空間の大きさがヒンジ部52の弾性によって初期状態に戻り、凹状部58がリブ4に対して略径方向内側に相対変位しリブ4を嵌合させる。 This allows further relative rotation of the hydraulically solidified body-embedded reinforcing steel bar 1, allowing the rib 4 to displace circumferentially while sliding against the interference surface 60. When the rib 4 displaces to a position where it overlaps the recessed portion 58, the rib 4 fits into the recessed portion 58. In other words, the size of the expanded inner circumferential space returns to its initial state due to the elasticity of the hinge portion 52, and the recessed portion 58 displaces roughly radially inward relative to the rib 4, allowing the rib 4 to fit into it.

なお、ヒンジ部52を有する固定用筒状体50は、凹状部58にリブ4が嵌合している状態においても、ヒンジ部52が弾性変形し得、スリット54が拡開し得る。従って、図16に示す拡開防止部材64を固定用筒状体50に設けて拡開を規制してもよい。拡開防止部材64は、貫通穴70を設けた略板状部材であって、貫通穴70の周囲に配したスペーサ部66、貫通穴70の軸心と略平行に延在する突起部68を具える。 In addition, even when the rib 4 is fitted into the recessed portion 58 of the fixing cylinder 50, the hinge portion 52 can elastically deform, causing the slit 54 to expand. Therefore, an expansion prevention member 64 shown in FIG. 16 may be provided on the fixing cylinder 50 to restrict expansion. The expansion prevention member 64 is a generally plate-shaped member with a through hole 70, and includes a spacer portion 66 arranged around the through hole 70 and a protrusion 68 extending generally parallel to the axis of the through hole 70.

拡開防止部材64を使用して固定用筒状体50のスリット54の拡開を防止するには、スペーサ部66を縮径面2と大径面22との間の隙間に挿入し且つフランジ56の切り欠き部分に突起部68を挿入する。
即ち、図17に示すように固定用筒状体50に水硬性固化体埋設型補強用鋼棒1を固定した状態で、拡開防止部材64は、スペーサ部66が縮径面2と大径面22との間、突起部68がフランジ56の切欠き部57に嵌る向きにして貫通穴70に水硬性固化体埋設型補強用鋼棒1を挿通させながら固定用筒状体50側に移動させる。突起部68は、図18に示すように、切欠き部57に嵌ることで、ヒンジ部52が弾性変形するときに切欠き部57の幅が狭まるのを規制して、スリット54が拡開しないようするものである。
To prevent the slit 54 of the fixing cylinder 50 from expanding using the expansion prevention member 64, the spacer portion 66 is inserted into the gap between the reduced diameter surface 2 and the large diameter surface 22, and the protrusion portion 68 is inserted into the cutout portion of the flange 56.
17, with the steel rod 1 for reinforcing a hydraulically solidified body to be buried fixed to the fixing cylinder 50, the expansion prevention member 64 is moved toward the fixing cylinder 50 while inserting the steel rod 1 for reinforcing a hydraulically solidified body to be buried through the through-hole 70 with the spacer portion 66 oriented so that it fits between the reduced diameter surface 2 and the large diameter surface 22 and the protrusion portion 68 fits into the notch portion 57 of the flange 56. As shown in FIG. 18, the protrusion portion 68 fits into the notch portion 57, thereby restricting the narrowing of the notch portion 57 when the hinge portion 52 elastically deforms, thereby preventing the slit 54 from expanding.

また、固定用筒状体50の拡開防止部材64に対向する端面には、拡開防止部材64が嵌合する凹部を形成することが望ましく、この凹部の形状及び拡開防止部材64の外周形状を、互いに同じ形状且つ非円形状(或いは固定用筒状体50又は貫通穴70の軸心からの距離が周方向に沿って異なる形状)とすれば、固定用筒状体50に対する拡開防止部材64の相対回転を防止できる。 It is also desirable to form a recess into which the expansion prevention member 64 fits on the end face of the fixing cylindrical body 50 facing the expansion prevention member 64. If the shape of this recess and the outer circumferential shape of the expansion prevention member 64 are the same but non-circular (or the distance from the axis of the fixing cylindrical body 50 or through hole 70 varies along the circumferential direction), relative rotation of the expansion prevention member 64 with respect to the fixing cylindrical body 50 can be prevented.

なお、固定用筒状体50を雌ねじ状固定用筒状体の形状を有するものとして説明したが、勿論、用途を限定するものではなく、適宜設定し得るものである。
なお、ヒンジ部が弾性変形するものとして説明したが、これに限定するものではなく、蝶番等の開閉機構によって成るものとし、固定用筒状体50略周方向に開閉させるようにしてもよい。
Although the fixing cylinder 50 has been described as having the shape of an internally threaded fixing cylinder, it is not intended to limit the application of the fixing cylinder 50, and it may be appropriately configured.
Although the hinge portion has been described as being elastically deformable, this is not limited to this, and it may be formed by an opening and closing mechanism such as a hinge, and may be configured to open and close in the approximate circumferential direction of the fixing cylindrical body 50.

また、固定用筒状体がヒンジ部の弾性変形により内周空間が拡がるものとしたが、これに限定されるものではなく、図19(a)に示すように固定用筒状体50を周方向に分割し、その分割体50a、50bを付勢部材によって径方向に変位可能に保持してもよい。
なお、固定用筒状体は三つ以上の部分に分割されていてもよい。また付勢部材は、例えば、環状に形成したコイルスプリングやリングバネ、ワイヤリング等の固定用筒状体50外周面に巻回するものや、それに相当するように板バネを固定用筒状体50に巻回させてなるものがあり得る。
Furthermore, although the fixing cylindrical body is configured such that the inner space expands due to elastic deformation of the hinge portion, this is not limited to this. As shown in Figure 19(a), the fixing cylindrical body 50 may be divided circumferentially, and the divided bodies 50a and 50b may be held so as to be displaceable radially by a biasing member.
The fixing cylinder may be divided into three or more parts. The biasing member may be, for example, a ring-shaped coil spring, ring spring, or wire ring wound around the outer periphery of the fixing cylinder 50, or a leaf spring wound around the fixing cylinder 50 in a similar manner.

また、図19(b)に示すように、付勢部材80は、分割体50a、50b同士を連結し得るように、分割体50a、50bの対向面に接続された圧縮バネ等があり得る。また、図19(c)に示すように、分割体50a、50bの各対向面に間に配された筒壁を薄厚にし、ばね性を有するように蛇腹状等に折り曲げて付勢部材80を構成してもよい。これらの構成によれば、分割体50a、50bは付勢部材80を介して内周空間が周方向及び/又は径方向に拡大可能に一体化する。 Also, as shown in Figure 19(b), the biasing member 80 may be a compression spring or the like connected to the opposing surfaces of the segments 50a, 50b so as to connect the segments 50a, 50b together. Alternatively, as shown in Figure 19(c), the cylindrical wall disposed between the opposing surfaces of the segments 50a, 50b may be thinned and bent into a bellows shape or the like to provide spring properties to form the biasing member 80. With these configurations, the segments 50a, 50b are integrated via the biasing member 80, allowing the inner circumferential space to expand circumferentially and/or radially.

また、固定用筒状体50は、周方向に壁厚を薄くした薄肉部を複数形成し、当該薄肉部が弾性変形して撓むことで貫通孔を変形させ、凹状部58にリブ4が嵌合し得るようにしてもよい。具体的には、例えば図20に示すように固定用筒状体50は、貫通孔が水硬性固化体埋設型補強用鋼棒1の形状に略相当する形状、外形を略長円形状として短半径部分に大径面22が位置するように設定する。これによって短半径部分において薄肉部90が形成される。またフランジ56には、薄肉部90と軸方向及び径方向に並列させてスリット92を設けてもよい。ここでスリット92の形状は、薄肉部90の所定範囲の弾性変形を妨げない形状とし、ここではフランジ56の基端側、即ち薄肉部90に近い側程、切れ込み幅を拡げ、径方向端部にかけて徐々に切れ込み幅を狭めるように構成されている。勿論、フランジ56の切れ込み幅は、薄肉部90の変形を妨げない形状であれば、適宜設定し得、径方向に沿って略一定であってもよく、また径方向に沿って徐々に拡げたものでもよい。 The fixing cylinder 50 may also be formed with multiple thin-walled sections whose wall thickness is reduced circumferentially. These thin-walled sections may deform the through-hole by elastically deforming and flexing, allowing the rib 4 to fit into the recessed section 58. Specifically, as shown in FIG. 20 , the fixing cylinder 50 has a through-hole shaped approximately corresponding to the shape of the hydraulically solidified body-buried reinforcing steel rod 1, with an approximately oval outer shape and the large-diameter surface 22 located at the short radius. This forms a thin-walled section 90 at the short radius. The flange 56 may also have slits 92 axially and radially aligned with the thin-walled sections 90. The slits 92 are shaped so as not to impede the thin-walled sections 90 from elastically deforming within a predetermined range. Here, the slit width is wider toward the base end of the flange 56, i.e., the side closer to the thin-walled sections 90, and gradually narrows toward the radial ends. Of course, the width of the cut in the flange 56 can be set as appropriate as long as it does not prevent deformation of the thin-walled portion 90, and may be approximately constant along the radial direction, or may gradually widen along the radial direction.

このような固定用筒状体50においては、水硬性固化体埋設型補強用鋼棒1のリブ4が大径面22に対向するように貫通孔に水硬性固化体埋設型補強用鋼棒1を挿入し、水硬性固化体埋設型補強用鋼棒1を相対回転させると、リブ4が干渉面60に接触して回転を妨げる抵抗となるが、薄肉部90が弾性変形することで、内周面により画定される内周空間(貫通孔)が周方向及び/又は径方向に変形して凹状部58及び干渉面60等が略径方向外方に変位する。 In this type of fixing cylinder 50, when the hydraulically solidified body-embedded reinforcing steel rod 1 is inserted into the through-hole so that the rib 4 of the hydraulically solidified body-embedded reinforcing steel rod 1 faces the large diameter surface 22, and the hydraulically solidified body-embedded reinforcing steel rod 1 is rotated relative to the through-hole, the rib 4 comes into contact with the interference surface 60, creating resistance that impedes rotation. However, as the thin-walled portion 90 elastically deforms, the inner circumferential space (through-hole) defined by the inner circumferential surface deforms circumferentially and/or radially, displacing the recessed portion 58, interference surface 60, etc., generally radially outward.

また、薄肉部90の形成を固定用筒状体50の外形を長円形状とすることで成したが、これに限定されるものではなく、例えば固定用筒状体50の外形を略真円形状で且つ固定用筒状体50の大径面22の位置を更に径方向外側に設定することで薄肉部90を形成してもよい。 Furthermore, the thin-walled portion 90 is formed by giving the fixing cylinder 50 an oval outer shape, but this is not limited to this. For example, the thin-walled portion 90 may be formed by giving the fixing cylinder 50 an approximately perfect circular outer shape and positioning the large diameter surface 22 of the fixing cylinder 50 further outward in the radial direction.

なお、固定用筒状体と水硬性固化体埋設型補強用鋼棒とに対して係合する両部材の相対回転を制御する回転制御機構を配してもよい。ここで図21は回転制御機構としての回転制御リング100を示し、(a)は斜視図、(b)は平面図、(c)は側面図である。回転制御リング100は周方向の一部が切れた略環状部材であって、周方向の端部100a、100b同士で軸方向位置が異なるようにねじれた形状を有する。また、回転制御リング100は、周方向に弾性変形し得るように、周方向の一部を薄肉に形成される。即ち、回転制御リング100は、端部100a、100bが周方向に離間した拡開状態と、端部100a、100bが接触するまで弾性変形し外周面が閉じた縮小状態との間で遷移する。 A rotation control mechanism may be provided to control the relative rotation of the fixing cylinder and the hydraulically solidified body-embedded reinforcing steel rod, which engage with each other. Figure 21 shows a rotation control ring 100 as a rotation control mechanism, with (a) being a perspective view, (b) being a plan view, and (c) being a side view. The rotation control ring 100 is a generally annular member with a portion cut off in the circumferential direction, and has a twisted shape so that the axial positions of the circumferential ends 100a, 100b differ. Furthermore, the rotation control ring 100 is formed with a thin portion in the circumferential direction so that it can elastically deform in the circumferential direction. That is, the rotation control ring 100 transitions between an expanded state in which the ends 100a, 100b are circumferentially spaced apart, and a contracted state in which the ends 100a, 100b elastically deform until they come into contact and the outer periphery is closed.

また、回転制御リング100は、外周面の周方向の中途に半径方向における径差による段部102を有し、該段部102を境界に外径が異なる形状を有する。ここでは、図21に示すように、段部102から端部100aまでの領域と比較し、段部102から端部100bまでの領域における外径を大きく設定する。従って、端部100bは、端部100aよりも外形が径方向外側に突出する。 The rotation control ring 100 also has a step 102 formed by a difference in diameter in the radial direction midway along the circumferential direction of its outer peripheral surface, and has a shape with a different outer diameter at the boundary of the step 102. Here, as shown in Figure 21, the outer diameter is set larger in the region from the step 102 to the end 100b than in the region from the step 102 to the end 100a. Therefore, the outer shape of the end 100b protrudes radially outward more than the end 100a.

回転制御リング100の内周面は、水硬性固化体埋設型補強用鋼棒1の軸方向視の形状に対応し、周方向に係合するように形状が設定される。即ち、内周面は、縮径面2に対向し且つリブ4に干渉し得る第一内周面104と、リブ4に対向し且つ第一内周面104よりも大径の第二内周面106とを有して構成される。従って、回転制御リング100を水硬性固化体埋設型補強用鋼棒1に囲繞させたとき、第一内周面104とリブとが対向し得ない。従って、回転制御リング100は、水硬性固化体埋設型補強用鋼棒1に対して、第一内周面104が縮径面2に対向し、第二内周面106がリブ4に対向するように周方向の向きが決まり、更に周方向に係合する。 The inner peripheral surface of the rotation control ring 100 corresponds to the shape of the reinforcing steel rod 1 for embedded in a hydraulically solidified body when viewed in the axial direction, and is shaped to engage circumferentially. That is, the inner peripheral surface is composed of a first inner peripheral surface 104 that faces the reduced diameter surface 2 and may interfere with the rib 4, and a second inner peripheral surface 106 that faces the rib 4 and has a larger diameter than the first inner peripheral surface 104. Therefore, when the rotation control ring 100 is surrounded by the reinforcing steel rod 1 for embedded in a hydraulically solidified body, the first inner peripheral surface 104 and the rib cannot face each other. Therefore, the rotation control ring 100 is oriented circumferentially relative to the reinforcing steel rod 1 for embedded in a hydraulically solidified body so that the first inner peripheral surface 104 faces the reduced diameter surface 2 and the second inner peripheral surface 106 faces the rib 4, and they further engage circumferentially.

図22は、固定用筒状体110を示し、(a)は平面図、(b)はA-A断面図であり、図23は、軸方向視で装着部120内部を示す断面図である。回転制御リング100を装着し得る固定用筒状体110について説明する。固定用筒状体110は、上記固定用筒状体50に対し、回転制御リング100を嵌合させて装着させる内部空間を構成する装着部120を有する点が相違するものである。装着部120は、軸方向におけるフランジ54と反対側の端部に位置し、軸方向係合部122、第一周方向係合部124、第二周方向係合部126(図23参照)を有する。 Figure 22 shows the fixing cylinder 110, with (a) being a plan view and (b) being an A-A cross-sectional view, and Figure 23 being a cross-sectional view showing the interior of the mounting portion 120 as viewed in the axial direction. The fixing cylinder 110 onto which the rotation control ring 100 can be attached will now be described. The fixing cylinder 110 differs from the fixing cylinder 50 in that it has a mounting portion 120 that defines an internal space into which the rotation control ring 100 is fitted and attached. The mounting portion 120 is located at the end opposite the flange 54 in the axial direction, and has an axial engagement portion 122, a first circumferential engagement portion 124, and a second circumferential engagement portion 126 (see Figure 23).

軸方向係合部122は、開口端の略全周に亘る凸状の部分であり、径方向内向きに突出して開口を縮小する。軸方向係合部122によって画定される開口は、少なくとも水硬性固化体埋設型補強用鋼棒1が挿通し、且つ拡開状態の回転制御リング100の挿通を規制する大きさに設定される。勿論、軸方向係合部122は、周方向全域に亘って延在するものに限定するものではなく、周方向に断続的に存するものであってもよい。 The axial engagement portion 122 is a convex portion extending around almost the entire circumference of the opening end, protruding radially inward to reduce the size of the opening. The opening defined by the axial engagement portion 122 is set to a size that allows at least the hydraulically solidified body-embedded reinforcing steel rod 1 to pass through and restricts the insertion of the rotation control ring 100 in its expanded state. Of course, the axial engagement portion 122 is not limited to extending around the entire circumference, and may be present intermittently in the circumferential direction.

第一周方向係合部124は、装着部120の底面の軸方向位置を一段下げる段部である。ここでは平面視における時計周りに沿って第一周方向係合部124を境界に底面の高さ位置が下降するように設定する。また、第一周方向係合部124は、回転制御リング100の端部の内の一方に係合し得、ここでは端部100bに係合するものとする。第二周方向係合部126は、装着部120の周面に配された、径方向内向きに凸の段部であり、回転制御リング100の段部102に係合し得る。 The first circumferential engagement portion 124 is a step that lowers the axial position of the bottom surface of the mounting portion 120 by one step. Here, the height position of the bottom surface is set to decrease clockwise in a plan view, with the first circumferential engagement portion 124 as the boundary. The first circumferential engagement portion 124 can engage with one of the ends of the rotation control ring 100, and in this case, it is assumed to engage with end 100b. The second circumferential engagement portion 126 is a step that protrudes radially inward and is arranged on the circumferential surface of the mounting portion 120, and can engage with step 102 of the rotation control ring 100.

回転制御リング100は、縮小状態にすることで固定用筒状体110の装着部120に嵌め込み可能となる。即ち、回転制御リング100は、水硬性固化体埋設型補強用鋼棒1を固定用筒状体110に挿入する前に予め装着されるものである。図24は、固定用筒状体110内での回転制御リング100の向きの遷移を示す図であり、(a)は水硬性固化体埋設型補強用鋼棒1が固定用筒状体110に挿入されるときの向き、(b)は水硬性固化体埋設型補強用鋼棒1と固定用筒状体110とが接続されたときの向きを示す。図24(a)に示すように、大径面22と径方向に第二内周面106を並列する向きに回転制御リング100が設置された状態で水硬性固化体埋設型補強用鋼棒1が挿通される。 The rotation control ring 100 can be fitted into the mounting portion 120 of the fixing cylinder 110 by being contracted. In other words, the rotation control ring 100 is attached before inserting the hydraulically solidified body-embedded reinforcing steel rod 1 into the fixing cylinder 110. Figure 24 shows the transition of the orientation of the rotation control ring 100 within the fixing cylinder 110. (a) shows the orientation when the hydraulically solidified body-embedded reinforcing steel rod 1 is inserted into the fixing cylinder 110, and (b) shows the orientation when the hydraulically solidified body-embedded reinforcing steel rod 1 and the fixing cylinder 110 are connected. As shown in Figure 24(a), the hydraulically solidified body-embedded reinforcing steel rod 1 is inserted with the rotation control ring 100 installed so that the second inner circumferential surface 106 is aligned radially with the large diameter surface 22.

次に水硬性固化体埋設型補強用鋼棒1を固定用筒状体110に接続するために、水硬性固化体埋設型補強用鋼棒1を固定用筒状体110に対して相対回転させるが、図24(a)に示すように、端面100bの径方向端部が第二周方向係合部126に係合し得る位置まで突出し、反時計回りの回転を規制する。即ち、回転制御リング100は、水硬性固化体埋設型補強用鋼棒1を固定用筒状体110に挿入したときに所定方向(時計回り)に対する逆回転を防止する挿入時逆回転防止機能を発揮する。 Next, to connect the reinforcing steel rod 1 for embedded hydraulic solidified material to the fixing cylinder 110, the reinforcing steel rod 1 for embedded hydraulic solidified material is rotated relative to the fixing cylinder 110. As shown in Figure 24(a), the radial end of the end face 100b protrudes to a position where it can engage with the second circumferential engagement portion 126, restricting counterclockwise rotation. In other words, the rotation control ring 100 exhibits a reverse rotation prevention function during insertion, preventing reverse rotation in the specified direction (clockwise) when the reinforcing steel rod 1 for embedded hydraulic solidified material is inserted into the fixing cylinder 110.

水硬性固化体埋設型補強用鋼棒1を周方向に沿って時計回りに約90°回転させると、装着部120内で回転制御リング100が回転する。回転制御リング100は、図24(b)に示すように、段部102が第二周方向係合部126に係合し、それ以上の時計回りに沿った回転を規制する。従って回転制御リング100は、水硬性固化体埋設型補強用鋼棒1を固定用筒状体110に接続しているときの回転角を初期位相から0°以上90°以下に規制する接続時回転角規制機能を発揮する。つまり、回転制御リング100は水硬性固化体埋設型補強用鋼棒1と固定用筒状体110との相対位相をその初期位相0°以上90°以下に制御すると共に、90°位相では、それ以上の正回転を防止しつつ、それ未満の位相への回転、即ち、逆回転を防止する。 When the hydraulically solidified body-embedded reinforcing steel rod 1 is rotated approximately 90° clockwise along the circumferential direction, the rotation control ring 100 rotates within the mounting portion 120. As shown in Figure 24(b), the step portion 102 of the rotation control ring 100 engages with the second circumferential engagement portion 126, restricting further clockwise rotation. Therefore, the rotation control ring 100 exerts a connection rotation angle restriction function by restricting the rotation angle when the hydraulically solidified body-embedded reinforcing steel rod 1 is connected to the fixing cylinder 110 to between 0° and 90° from the initial phase. In other words, the rotation control ring 100 controls the relative phase between the hydraulically solidified body-embedded reinforcing steel rod 1 and the fixing cylinder 110 to between 0° and 90° from the initial phase, and at the 90° phase, prevents further forward rotation while preventing rotation to a phase less than that, i.e., reverse rotation.

また、端部100bが第一周方向係合部124に係合する。ここで図25は、端部100bと第一周方向係合部124とが係合する前後を示し、(a)は係合前の状態を示す断面図、(b)は係合したときの状態を示す断面図である。なお、図25においては水硬性固化体埋設型補強用鋼棒1を省略している。回転制御リング100は、初期位相においては装着部120内で軸方向の位置が規制され、図25(a)に示すように、端部100a、100bが略同じ軸方向位置で並列するように、軸方向に強制的に弾性変形した状態で保持される。 Furthermore, end 100b engages with first circumferential engaging portion 124. Figure 25 shows the state before and after engagement of end 100b and first circumferential engaging portion 124, with (a) being a cross-sectional view showing the state before engagement and (b) being a cross-sectional view showing the state after engagement. Note that the hydraulically solidified body buried reinforcing steel rod 1 is omitted from Figure 25. In the initial phase, the rotation control ring 100 is restricted in its axial position within the mounting portion 120, and is held in a state where it is forcibly elastically deformed in the axial direction so that end portions 100a, 100b are aligned at approximately the same axial position, as shown in Figure 25(a).

そして、回転制御リング100が水硬性固化体埋設型補強用鋼棒1と共に時計回りに回転し、初期位置から90°回転した際、端部100bが第一周方向係合部124上に通過する。ここで、図21に示すように端部100bは、端部100aに対して軸方向位置が下方にズレているため、図25(b)に示すように、第一周方向係合部124の段差に沿って下方に変位する。結果、端部100bが第一周方向係合部124に対し、周方向に係合する。従って、回転制御リング100は、水硬性固化体埋設型補強用鋼棒1と固定用筒状体110とが接続された状態において、所定方向(時計回り)に対する逆回転を防止する接続時逆回転防止機能を発揮する。 Then, when the rotation control ring 100 rotates clockwise together with the steel rod 1 for reinforcing a hydraulically solidified body, and rotates 90° from the initial position, the end 100b passes over the first circumferential engagement portion 124. Here, as shown in FIG. 21, the axial position of end 100b is shifted downward relative to end 100a, so it displaces downward along the step of the first circumferential engagement portion 124, as shown in FIG. 25(b). As a result, end 100b engages circumferentially with the first circumferential engagement portion 124. Therefore, when the steel rod 1 for reinforcing a hydraulically solidified body and the fixing cylinder 110 are connected, the rotation control ring 100 exhibits a reverse rotation prevention function during connection, preventing reverse rotation in a specified direction (clockwise).

なお、筒状部が、略楕円形状や略菱形状等で周方向両端が閉塞した形状があり得るとして上述した。これは、少なくとも軸方向に平行な対称軸に対して対称な形状を有する旨であり、略長円形状、略唇形状、略ラグビーボール形状、略卵形状等を含み、更に周方向両端が閉塞した閉塞端を成し、且つリブの径方向視における形状と相似又は近似形状を有するものを含んでいる。 As mentioned above, the cylindrical portion may have a shape such as an approximately elliptical or diamond shape, with both circumferential ends closed. This means that the shape is symmetrical with respect to at least an axis of symmetry parallel to the axial direction, and includes shapes such as an approximately oval, lip, rugby ball, or egg, and further includes shapes that form closed ends with both circumferential ends closed and have a shape similar or approximate to the shape of the rib when viewed radially.

なお、固定用筒状体は、凹状部が周方向一端が拡幅した開放端で、他端に向かって徐々に縮幅すると共に、他端がリブの周方向の変位を規制する閉塞端となる、所謂径方向視で、軸方向に平行な対称軸に対して非対称形状又は、上記のような対称形状であるものとして説明したが、勿論、非対称形状の凹状部と、対称形状の凹状部とを軸方向に列設させてもよい。そのときの凹状部の配列は、非対称形状のものと対称形状のものとを交互に並べてもよく、複数の非対称形状の中で数個おきに対称形状の凹状部を配する等、適宜の組合せ配列とする混成構造としてもよい。 The fixing cylinder has been described as having an asymmetrical shape with respect to an axis of symmetry parallel to the axial direction, or a symmetrical shape as described above, with the recessed portions having an expanded open end at one circumferential end and gradually narrowing toward the other end, the other end being a closed end that restricts circumferential displacement of the rib, as viewed in the radial direction. However, it is of course also possible to arrange asymmetrical and symmetrical recessed portions in a row in the axial direction. In this case, the arrangement of the recessed portions may be such that asymmetrical and symmetrical recessed portions are alternately arranged, or a hybrid structure may be used in which symmetrical recessed portions are arranged every few recessed portions among multiple asymmetrical shapes, or an appropriate combination arrangement may be used.

1…水硬性固化体埋設型補強用鋼棒 2…縮径面 4…リブ 4a…端面 6…凹径面 10…先端部 12…稜線 14a~14d…面 20,50…固定用筒状体 22…大径面 24…係合凸部 26,30,58…凹状部 28,32…開放端 29…ストッパ 40…回転防止部材 42…スペーサ部 44…穴 52…ヒンジ部 54…スリット 56…フランジ部 57…切欠き部 60…干渉面 64…拡開防止部材 66…スペーサ部 68…突起部 70…貫通穴 50a,50b…分割体 80…付勢部材、100…回転制御リング。 1... Hydraulic solidified body buried type reinforcement steel rod 2... Reduced diameter surface 4... Rib 4a... End surface 6... Concave diameter surface 10... Tip 12... Ridge line 14a-14d... Surface 20, 50... Fixing cylinder 22... Large diameter surface 24... Engaging protrusion 26, 30, 58... Concave portion 28, 32... Open end 29... Stopper 40... Rotation prevention member 42... Spacer portion 44... Hole 52... Hinge portion 54... Slit 56... Flange portion 57... Notch portion 60... Interference surface 64... Expansion prevention member 66... Spacer portion 68... Protrusion 70... Through hole 50a, 50b... Divided body 80... Biasing member, 100... Rotation control ring.

Claims (26)

所定の領域に存して該領域の周方向中央部に向かって軸からの半径が漸次縮小して成る縮径面と、軸方向に列設されて径方向外向きに突出するリブと、軸方向に向って上記リブに交番して凹設される凹径面とを有し、
上記リブは、上記径方向外向き突出する端部に一線状を成す先端部を有し、該一線状によって描かれる稜線が上記に対して直交する方向に延び且つ両端が上記縮径面に向って延設されることを特徴とする水硬性固化体埋設型補強用鋼棒。
The bearing has a tapered surface that exists in a predetermined region and has a radius from the axis that gradually decreases toward the circumferential center of the region, ribs that are arranged in a row in the axial direction and protrude radially outward, and concave surfaces that are alternately recessed in the ribs in the axial direction,
The rib has a tip portion that forms a line at the end portion that protrudes radially outward , the ridge line drawn by the line extends in a direction perpendicular to the axis, and both ends extend toward the reduced diameter surface.
前記リブは、中央部で最も径方向外向きに突出し、周方向端部に向って径方向の突出長さが漸次縮小することを特徴とする請求項1記載の水硬性固化体埋設型補強用鋼棒。2. A reinforcing steel rod for embedding in hydraulically solidified bodies according to claim 1, characterized in that the ribs protrude radially outward most at the center and the radial protrusion length gradually decreases toward the circumferential ends. 前記リブは、互いに異なる法線方向に向く四つの面を有することを特徴とする請求項1又は2記載の水硬性固化体埋設型補強用鋼棒。 3. A reinforcing steel rod for embedding in a hydraulically solidified body according to claim 1, wherein the rib has four faces facing in different normal directions. 前記リブは、周方向端部が先鋭形状を成すことを特徴とする請求項1乃至3の何れかに記載の水硬性固化体埋設型補強用鋼棒。 4. The reinforcing steel rod for embedding in a hydraulically solidified body according to claim 1, wherein the ribs have sharpened ends in the circumferential direction. 前記先端部は、周方向の両端部分であって、前記四つの面を前記軸を中心とする回転方向に向かってそれぞれ延長して成る仮想延長面に囲繞される湾曲した細身の三角錐空間領域より小さく各々設定される、3次曲面状表面を有する略三角錐形状を成すことを特徴とする請求項3に記載の水硬性固化体埋設型補強用鋼棒。 The steel rod for reinforcing a hydraulically solidified body buried type according to claim 3, characterized in that the tip portion is an approximately triangular pyramid shape having a three-dimensional curved surface at both ends in the circumferential direction, each of which is set smaller than a curved, slender triangular pyramid space area surrounded by imaginary extension planes formed by extending the four faces in the direction of rotation around the axis. 前記リブ及び前記凹径面は、軸心に対して対称な二領域に配設され、
当該二領域で、前記リブ同士及び前記凹径面同士は、軸方向位置が異なるように配されることを特徴とする請求項1乃至の何れかに記載の水硬性固化体埋設型補強用鋼棒。
the rib and the concave surface are arranged in two regions symmetrical with respect to the axis,
6. A steel rod for reinforcing a hydraulically solidified body buried type according to claim 1, wherein the ribs and the concave surfaces are arranged so that their axial positions are different in the two regions.
前記リブは、展開状態が略四角錘形状を成すことを特徴とする請求項乃至の何れかに記載の水硬性固化体埋設型補強用鋼棒。 7. The steel rod for reinforcing a hydraulically solidified body to be buried according to claim 4 , wherein the rib has a substantially quadrangular pyramid shape when expanded. 水硬性固化体埋設型補強用鋼棒を囲繞し得る内周面を有する固定用筒状体であって、
前記内周面が、軸心からの距離が略等距離の大径面と、
上記大径面よりも周方向内側に突出し、軸方向に列設される係合凸部と、
軸方向に向って上記係合凸部に交番して凹設され、軸心からの距離が中央部で最長となり、周方向端部に向って漸次縮小する凹状部と、を有し、
上記凹状部は、上記水硬性固化体埋設型補強用鋼棒のリブを周方向及び/又は径方向から進入させ得、受容することを特徴とする固定用筒状体。
A fixing cylindrical body having an inner circumferential surface capable of surrounding a hydraulically solidified body buried reinforcing steel rod,
The inner peripheral surface has a large diameter surface that is approximately equidistant from the axis,
engaging protrusions that protrude circumferentially inward from the large diameter surface and are arranged in a row in the axial direction;
and recessed portions that are alternately recessed in the engaging protrusions in the axial direction , the distance from the axis being longest at a central portion and gradually decreasing toward the circumferential ends ,
The fixing cylindrical body is characterized in that the recessed portion can receive the ribs of the hydraulically solidified body buried reinforcing steel rod by allowing them to enter from the circumferential direction and/or the radial direction.
前記凹状部は、周方向に開放端と、閉塞端とを有し、上記開放端側から前記リブを受容し、上記閉塞端によって前記リブの周方向の変位を規制し得ることを特徴とする請求項記載の固定用筒状体。 The fixing cylindrical body according to claim 8, characterized in that the recessed portion has an open end and a closed end in the circumferential direction, receives the rib from the open end side, and can regulate the circumferential displacement of the rib by the closed end . 前記凹状部は、開放端が軸方向に拡開した誘い込み形状を有することを特徴とする請求項記載の固定用筒状体。 10. The fixing cylinder according to claim 9 , wherein the recessed portion has a guide shape with an open end that widens in the axial direction. 前記凹状部は、閉塞端側に軸方向に縮閉した形状を有することを特徴とする請求項又は10記載の固定用筒状体。 11. The fixing cylinder according to claim 9 , wherein the recessed portion has a shape that is contracted in the axial direction toward the closed end. 前記凹状部は、閉塞端側に前記水硬性固化体埋設型補強用鋼棒との逆向きの相対回転を防止するストッパを設けることを特徴とする請求項乃至11の何れかに記載の固定用筒状体。 12. The fixing cylinder according to claim 9 , wherein the recessed portion has a stopper on the closed end side to prevent reverse relative rotation with the hydraulically solidified body buried reinforcing steel rod. 前記凹状部は、開放端よりも中途部分が幅広であることを特徴とする請求項乃至12の何れかに記載の固定用筒状体。 13. The fixing cylinder according to claim 9 , wherein the recessed portion has a width greater at a middle portion than at an open end. 前記凹状部は、略涙滴形状を有することを特徴とする請求項13記載の固定用筒状体。 14. The fixing cylinder according to claim 13 , wherein the recessed portion has a generally teardrop shape. 外周にヒンジ部を有し、
前記凹状部は、周方向両端が先鋭状で周方向中央部が拡幅した形状を有し、
上記ヒンジ部により外周が撓むことにより、内周空間が周方向及び/又は径方向に拡がることを特徴とする請求項記載の固定用筒状体。
It has a hinge portion on the outer periphery,
The recessed portion has a shape in which both ends in a circumferential direction are sharp and a circumferential central portion is widened,
9. The fixing cylindrical body according to claim 8 , wherein the hinge portion causes the outer periphery to bend, thereby expanding the inner periphery space in the circumferential direction and/or the radial direction.
前記凹状部は、略楕円形状又は略菱形状を有することを特徴とする請求項15記載の固定用筒状体。 16. The fixing cylinder according to claim 15 , wherein the recessed portion has a substantially elliptical or rhombic shape. 前記固定用筒状体は、周方向が二つ以上の部分に分割されて成る二つ以上の分割体によって構成されることを特徴とする請求項乃至16の何れかに記載の固定用筒状体。 17. The fixing cylinder according to claim 8 , wherein the fixing cylinder is configured by two or more divided bodies that are divided into two or more portions in the circumferential direction. 前記分割体は、付勢部材によって内周空間が周方向及び又は径方向に拡大可能に一体化されることを特徴とする請求項17記載の固定用筒状体。 18. The fixing cylindrical body according to claim 17 , wherein the divided bodies are integrated by a biasing member so that the inner peripheral space can be expanded in the circumferential direction and/or the radial direction. 外周面が螺旋状に一方向にねじれた形状を有することを特徴とする請求項乃至14の何れかに記載の固定用筒状体。 15. The fixing cylinder according to claim 8 , wherein the outer peripheral surface has a shape that is twisted in one direction in a spiral shape. 外周及び/又は内周に薄肉部を有し、
前記凹状部は、周方向両端が先鋭状で周方向中央部が拡幅した形状を有し、
上記薄肉部の弾性変形によって、内周空間を周方向及び/又は径方向に変形させることを特徴とする請求項記載の固定用筒状体。
The thin-walled portion is located on the outer periphery and/or the inner periphery.
The recessed portion has a shape in which both ends in a circumferential direction are sharp and a circumferential central portion is widened,
9. The fixing cylindrical body according to claim 8 , wherein the inner peripheral space is deformed in the circumferential direction and/or the radial direction by elastic deformation of the thin-walled portion.
前記水硬性固化体埋設型補強用鋼棒を囲繞し得る回転制御機構を内部に装着する装着部を有し、
上記装着部は、径方向及び/又は軸方向に沿った上記回転制御機構の変位を規制し得ることを特徴とする請求項20記載の固定用筒状体。
a mounting portion for mounting a rotation control mechanism therein that can surround the hydraulically solidified body buried reinforcing steel rod;
21. The fixing cylinder according to claim 20, wherein the mounting portion is capable of restricting radial and/or axial displacement of the rotation control mechanism.
前記回転制御機構は、前記水硬性固化体埋設型補強用鋼棒に係合して水硬性固化体埋設型補強用鋼棒との相対回転を規制する内周面を有することを特徴とする請求項21記載の固定用筒状体。 The fixing cylinder described in claim 21, characterized in that the rotation control mechanism has an inner surface that engages with the hydraulically solidified body-buried reinforcing steel rod and restricts relative rotation with the hydraulically solidified body-buried reinforcing steel rod. 前記回転制御機構は、前記凹状部が前記リブを受容する前の状態で、前記凹状部が前記リブを受容するときの回転方向に沿った、前記水硬性固化体埋設型補強用鋼棒の回転角を規制する角度規制手段と、
前記凹状部が前記リブを受容するときの前記水硬性固化体埋設型補強用鋼棒の回転方向と逆向きに前記水硬性固化体埋設型補強用鋼棒が回転するのを規制する第一の規制手段と、
前記凹状部が前記リブを受容した後、前記水硬性固化体埋設型補強用鋼棒の上記逆向きの回転を規制する第二の規制手段とを有することを特徴とする請求項21又は請求項22記載の固定用筒状体。
the rotation control mechanism includes angle regulating means for regulating a rotation angle of the hydraulically solidified body-buried reinforcing steel rod along a rotation direction when the recessed portion receives the rib, in a state before the recessed portion receives the rib;
a first restricting means for restricting the rotation of the steel rod for reinforcing a hydraulically solidified body in a direction opposite to the rotation direction of the steel rod for reinforcing a hydraulically solidified body when the recessed portion receives the rib;
A fixing cylinder as described in claim 21 or 22, characterized in that it has a second restricting means for restricting the reverse rotation of the hydraulically solidified body - buried reinforcing steel rod after the recessed portion receives the rib.
前記回転制御機構は、周方向の一部が途切れた形状で、径方向及び/又は周方向に弾性変形して周方向の端部同士が離間した拡開状態と、上記端部同士が接触して閉じた縮小状態との間で遷移可能とすることを特徴とする請求項21乃至23の何れかに記載の固定用筒状体。 A fixing cylinder as described in any one of claims 21 to 23, characterized in that the rotation control mechanism has a shape with a circumferentially interrupted portion and is elastically deformable in the radial and/or circumferential directions, transitioning between an expanded state in which the circumferential ends are separated from each other, and a contracted state in which the circumferential ends are in contact and closed. 水硬性固化体埋設型補強用鋼棒を囲繞し得る内周面を有する固定用筒状体であって、A fixing cylindrical body having an inner circumferential surface capable of surrounding a hydraulically solidified body buried reinforcing steel rod,
上記内周面が、軸心からの距離が略等距離の大径面と、The inner peripheral surface has a large diameter surface that is approximately equidistant from the axis center,
上記大径面よりも周方向内側に突出し、軸方向に列設される係合凸部と、engaging protrusions that protrude circumferentially inward from the large diameter surface and are arranged in a row in the axial direction;
軸方向に向って上記係合凸部に交番して凹設され、上記水硬性固化体埋設型補強用鋼棒のリブを周方向及び/又は径方向から進入させ得、受容する凹状部と、a recessed portion that is alternately recessed in the engaging protrusion in the axial direction and that can receive the ribs of the hydraulically solidified body buried reinforcing steel bar from the circumferential direction and/or the radial direction;
外周に設けられたヒンジ部と、を有し、a hinge portion provided on the outer periphery,
上記凹状部は、周方向両端が先鋭状で周方向中央部が拡幅した形状を有し、The recessed portion has a shape in which both ends in a circumferential direction are sharp and a circumferential central portion is widened,
上記ヒンジ部により外周が撓むことにより、内周空間が周方向及び/又は径方向に拡がることを特徴とする固定用筒状体。The fixing cylindrical body is characterized in that the inner space expands in the circumferential direction and/or the radial direction when the outer periphery is bent by the hinge portion.
水硬性固化体埋設型補強用鋼棒を囲繞し得る内周面を有する固定用筒状体であって、A fixing cylindrical body having an inner circumferential surface capable of surrounding a hydraulically solidified body buried reinforcing steel rod,
上記内周面が、軸心からの距離が略等距離の大径面と、The inner peripheral surface has a large diameter surface that is approximately equidistant from the axis center,
上記大径面よりも周方向内側に突出し、軸方向に列設される係合凸部と、engaging protrusions that protrude circumferentially inward from the large diameter surface and are arranged in a row in the axial direction;
軸方向に向って上記係合凸部に交番して凹設され、上記水硬性固化体埋設型補強用鋼棒のリブを周方向及び/又は径方向から進入させ得、受容する凹状部と、を有し、and recessed portions that are alternately recessed in the engaging protrusions in the axial direction and that can receive the ribs of the hydraulically solidified body buried reinforcing steel rod by inserting them from the circumferential direction and/or the radial direction,
上記固定用筒状体は、周方向が二つ以上の部分に分割されて成る二つ以上の分割体によって構成されることを特徴とする固定用筒状体。The fixing cylindrical body is characterized in that the fixing cylindrical body is constituted by two or more divided bodies that are divided into two or more parts in the circumferential direction.
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