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JP7797111B2 - Hydraulic solidified embedded reinforcement steel bar joint structure - Google Patents
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JP7797111B2 - Hydraulic solidified embedded reinforcement steel bar joint structure - Google Patents

Hydraulic solidified embedded reinforcement steel bar joint structure

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Publication number
JP7797111B2
JP7797111B2 JP2021023192A JP2021023192A JP7797111B2 JP 7797111 B2 JP7797111 B2 JP 7797111B2 JP 2021023192 A JP2021023192 A JP 2021023192A JP 2021023192 A JP2021023192 A JP 2021023192A JP 7797111 B2 JP7797111 B2 JP 7797111B2
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solidified body
steel rod
reinforcing steel
hydraulically
hydraulically solidified
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JP2021177062A (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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Priority to TW110113651A priority Critical patent/TWI883176B/en
Priority to KR1020210056373A priority patent/KR102932509B1/en
Publication of JP2021177062A publication Critical patent/JP2021177062A/en
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    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C5/00Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
    • E04C5/16Auxiliary parts for reinforcements, e.g. connectors, spacers, stirrups
    • E04C5/162Connectors or means for connecting parts for reinforcements
    • E04C5/163Connectors or means for connecting parts for reinforcements the reinforcements running in one single direction
    • E04C5/165Coaxial connection by means of sleeves
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B21MECHANICAL METAL-WORKING WITHOUT ESSENTIALLY REMOVING MATERIAL; PUNCHING METAL
    • B21FWORKING OR PROCESSING OF METAL WIRE
    • B21F15/00Connecting wire to wire or other metallic material or objects; Connecting parts by means of wire
    • B21F15/02Connecting wire to wire or other metallic material or objects; Connecting parts by means of wire wire with wire
    • B21F15/06Connecting wire to wire or other metallic material or objects; Connecting parts by means of wire wire with wire with additional connecting elements or material
    • FMECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F16ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
    • F16BDEVICES FOR FASTENING OR SECURING CONSTRUCTIONAL ELEMENTS OR MACHINE PARTS TOGETHER, e.g. NAILS, BOLTS, CIRCLIPS, CLAMPS, CLIPS OR WEDGES; JOINTS OR JOINTING
    • F16B7/00Connections of rods or tubes, e.g. of non-circular section, mutually, including resilient connections
    • F16B7/18Connections of rods or tubes, e.g. of non-circular section, mutually, including resilient connections using screw-thread elements
    • F16B7/182Connections of rods or tubes, e.g. of non-circular section, mutually, including resilient connections using screw-thread elements for coaxial connections of two rods or tubes

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  • Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Reinforcement Elements For Buildings (AREA)

Description

本発明は、水硬性固化体埋設型補強用鋼棒継手構造に関するものである。 The present invention relates to a steel bar joint structure for reinforcing steel bars embedded in hydraulically solidified materials.

従来、水硬性固化体製の構造物を構築する際には、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を長尺にする必要が生じるが、水硬性固化体埋設型補強用鋼棒の長さは輸送上の制約等から制限があり、長尺化するために現場で接合していた。水硬性固化体埋設型補強用鋼棒の接合には継手が用いられ、継手の両端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を挙げることが出来、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 hydraulically solidified bodies, it has been necessary to use long reinforcing steel bars embedded in the hydraulically solidified bodies, but the length of the reinforcing steel bars is limited due to transportation constraints, etc., so they have been joined on-site to achieve longer lengths. Joints are used to join reinforcing steel bars embedded in hydraulically solidified bodies, and the reinforcing steel bars are connected by inserting them into openings on both ends of the joint (see, for example, Patent Document 1).
An example of a reinforcing steel rod for embedding in a hydraulically solidified body is disclosed in Patent Document 2, which shows a reinforcing steel rod for embedding in a hydraulically solidified body having a substantially circular cross section, on part of the outer surface of which a number of parallel longitudinal ridges are arranged at substantially equal intervals along the entire axial length of the reinforcing steel rod for embedding in a hydraulically solidified body.

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に記載された継手は、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。また、鋼棒収容部に鋼棒を遊嵌した状態で継手の長手方向の中央部に設けられた注入孔から硬化性充填材の充填を行っているが、充填時に継手の長手方向の両端の開口から硬化性充填材が漏出して満充させることが出来ないことから、継手の両端にはナットを締め付けて継手の両端開口を閉塞する必要がある。これらの事柄から所要部品数や作業の手間が増えてしまうという課題や、継手に挿入される両鋼棒同士の軸心を揃えることに手間が掛かってしまうことなど、多くの課題がある。 The joint described in Patent Document 1, mentioned above, requires the hardenable filler to be filled inside the steel rod receiving section, where the steel rod is loosely fitted, resulting in tasks such as transporting and mixing the hardenable filler at the construction site, which increases the workload. Furthermore, while the steel rod is loosely fitted in the steel rod receiving section, the hardenable filler is filled through an injection hole located in the longitudinal center of the joint. However, during filling, the hardenable filler leaks from the openings at both ends of the joint's length, preventing the joint from being fully filled. Therefore, nuts must be tightened on both ends of the joint to close the openings. These issues pose a number of challenges, including an increase in the number of required parts and the amount of work required, as well as the time required to align the axes of the two steel rods inserted into the joint.

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。 Furthermore, reinforcing steel rods for embedding hydraulic solidified bodies, such as those described in Patent Document 2 and Patent Document 3, are said to have problems with the adhesion of the hydraulic solidified bodies when they are embedded.

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水硬性固化体埋設型補強用鋼棒継手構造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 joint structure for a reinforcing steel rod embedded in a hydraulically solidified body at the desired axial position of the reinforcing steel rod using a simple structure, improving the connectivity between reinforcing steel rods 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継手構造は、水硬性固化体埋設型補強用鋼棒を軸方向に沿って挿通可能な挿通孔を有し、内周を水硬性固化体埋設型補強用鋼棒のリブに係合させて該水硬性固化体埋設型補強用鋼棒を接続する水硬性固化体埋設型補強用鋼棒継手構造であって、上記内周には、上記軸方向に列設され、上記リブに係合し得る係合凸部と、軸方向に向って上記係合凸部に交番し、上記リブを嵌合可能に凹設される少なくとも一種類以上の非螺旋形状を成す凹状部と、上記係合凸部及び上記凹状部に周方向に隣接し、上記リブと非係合の大径面と、を有し、上記凹状部は、上記非螺旋形状が径方向視で軸方向を対称軸として対称形状及び非対称形状を成して、該軸方向に列設され、該対称形状と該非対称形状が配列された混成構造であって、上記凹状部に上記リブを嵌合させ、上記水硬性固化体埋設型補強用鋼棒の軸方向の変位を規制することを特徴とする。
本発明の他の態様の水硬性固化体埋設型補強用鋼棒継手構造は、水硬性固化体埋設型補強用鋼棒を軸方向に沿って挿通可能な挿通孔を有し、内周を水硬性固化体埋設型補強用鋼棒のリブに係合させて該水硬性固化体埋設型補強用鋼棒を接続する水硬性固化体埋設型補強用鋼棒継手構造であって、上記内周には、上記軸方向に列設され、上記リブに係合し得る係合凸部と、軸方向に向って上記係合凸部に交番し、上記リブを嵌合可能に凹設される少なくとも一種類以上の凹状部と、上記係合凸部及び上記凹状部に周方向に隣接し、上記リブと非係合の大径面と、を有し、上記挿通孔が軸方向視で、略長円形状又は略楕円形状の孔形状を成し、上記凹状部に上記リブを嵌合させ、上記水硬性固化体埋設型補強用鋼棒の軸方向の変位を規制することを特徴とする。
A joint structure for a steel rod for reinforcing a hydraulically solidified body embedded in a hydraulically solidified body according to one aspect of the present invention is a joint structure for a steel rod for reinforcing a hydraulically solidified body embedded in a hydraulically solidified body, which has an insertion hole through which a steel rod for reinforcing a hydraulically solidified body embedded in a hydraulically solidified body can be inserted in the axial direction, and the inner periphery is engaged with a rib of the steel rod for reinforcing a hydraulically solidified body to connect the steel rod for reinforcing a hydraulically solidified body embedded in a hydraulically solidified body, and the inner periphery is provided with engaging protrusions arranged in a row in the axial direction and capable of engaging with the ribs, and small recesses arranged alternately with the engaging protrusions in the axial direction and capable of fitting the ribs. and a large diameter surface circumferentially adjacent to the engaging protrusion and the concave portion and not engaging with the rib, wherein the non-helical shapes of the concave portions are symmetrical and asymmetrical with the axial direction as an axis of symmetry when viewed in the radial direction, and are arranged in a row in the axial direction, forming a hybrid structure in which the symmetrical shapes and the asymmetrical shapes are arranged, and the rib is fitted into the concave portion to restrict axial displacement of the hydraulically solidified body-buried reinforcing steel rod.
Another aspect of the present invention is a joint structure for a steel rod for embedded reinforcement of a hydraulically solidified body, which has an insertion hole through which a steel rod for embedded reinforcement of a hydraulically solidified body can be inserted in the axial direction, and whose inner periphery engages with the ribs of the steel rod for embedded reinforcement to connect the steel rod, characterized in that the inner periphery has engaging protrusions arranged in a row in the axial direction and capable of engaging with the ribs, at least one type of concave portion alternately arranged with the engaging protrusions in the axial direction and recessed so that the ribs can be fitted therein, and large-diameter surfaces circumferentially adjacent to the engaging protrusions and the concave portions and not engaged with the ribs, and the insertion hole has a hole shape that is approximately oval or approximately elliptical when viewed in the axial direction, and the ribs are fitted into the concave portions to restrict axial displacement of the steel rod for embedded reinforcement of a hydraulically solidified body.

また、本発明の水硬性固化体埋設型補強用鋼棒継手構造は、前記対称形状が、周方向の両端が閉塞端であり、前記水硬性固化体埋設型補強用鋼棒継手構造の本体は、内部空間を拡張可能とする拡張部を有し、上記拡張部は、前記リブを前記内周に受容している状態と、前記挿通孔を拡張させて前記内周に前記リブを受容する過程状態との間で遷移可能とすることを特徴とする。 Furthermore, the hydraulically solidified body-embedded reinforcing steel rod joint structure of the present invention is characterized in that the symmetrical shape has closed ends at both circumferential ends, the main body of the hydraulically solidified body-embedded reinforcing steel rod joint structure has an expansion section that allows the internal space to be expanded, and the expansion section is capable of transitioning between a state in which the rib is received on the inner periphery and a state in which the insertion hole is expanded to receive the rib on the inner periphery.

また、本発明の水硬性固化体埋設型補強用鋼棒継手構造は、前記拡張部が、弾性変形機構及び/又は径方向の分離機構を有することを特徴とする。 Furthermore, the hydraulically solidified body buried type reinforcing steel rod joint structure of the present invention is characterized in that the expansion section has an elastic deformation mechanism and/or a radial separation mechanism.

また、本発明の水硬性固化体埋設型補強用鋼棒継手構造は、前記非対称形状の前記凹状部が、周方向の一端が開放端であり、上記開放端側から前記リブを受容し得ることを特徴とする。 Furthermore, the hydraulically solidified body-embedded reinforcing steel bar joint structure of the present invention is characterized in that one circumferential end of the asymmetrically shaped concave portion is open, and the rib can be received from the open end side.

また、本発明の水硬性固化体埋設型補強用鋼棒継手構造は、前記非対称形状の前記凹状部が、周方向の他端が閉塞端であり、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。 Furthermore, the hydraulically solidified body-embedded reinforcing steel bar joint structure of the present invention is characterized in that the other circumferential end of the asymmetrically shaped concave portion is a closed end, and this closed end can restrict circumferential displacement of the rib.

また、本発明の水硬性固化体埋設型補強用鋼棒継手構造は、前記凹状部が、螺旋形状を成し、前記係合凸部の径方向端部が面状、凸曲面状又は鋭角状を成すものであることを特徴とする。 Furthermore, the hydraulically solidified body buried type reinforcing steel rod joint structure of the present invention is characterized in that the concave portion is spiral-shaped, and the radial end of the engaging convex portion is planar, convexly curved, or acute-angled.

また、本発明の水硬性固化体埋設型補強用鋼棒継手構造は、螺旋形状を成す前記凹状部が、仮想的に設定された螺旋経路に沿って連続的又は断続的に形成されることを特徴とする。 Furthermore, the hydraulically solidified body embedded type reinforcing steel bar joint structure of the present invention is characterized in that the spiral-shaped recessed portion is formed continuously or intermittently along a virtually set spiral path.

また、本発明の水硬性固化体埋設型補強用鋼棒継手構造は、螺旋形状を成す凹状部が、連続的に形成され、軸方向の一端から中途部分にかけて徐々に、又は段階的に凹状部の幅が狭くなるように構成されることを特徴とする。 Furthermore, the hydraulically solidified body-buried reinforcing steel bar joint structure of the present invention is characterized in that the spiral-shaped recessed portion is formed continuously, and the width of the recessed portion narrows gradually or in stages from one end to the middle in the axial direction.

また、本発明の水硬性固化体埋設型補強用鋼棒継手構造は、前記挿通孔が、軸方向視で、上記水硬性固化体埋設型補強用鋼棒の軸方向視の外形に略相似又は近似の孔形状を有することを特徴とする。 Furthermore, the joint structure of the hydraulically solidified body-embedded reinforcing steel rod of the present invention is characterized in that the insertion hole has a hole shape, when viewed in the axial direction, that is generally similar or approximate to the outer shape of the hydraulically solidified body-embedded reinforcing steel rod as viewed in the axial direction.

また、本発明の水硬性固化体埋設型補強用鋼棒継手構造は、前記挿通孔が、二面幅部を有し、対向する二面幅部の相対する両端間が所定の曲率半径の凸状を成す弧によって繋がった内周面により成ることを特徴とする。 The hydraulically solidified body buried reinforcing steel rod joint structure of the present invention is also characterized in that the insertion hole has a two-sided width portion, and the opposing ends of the opposing two-sided width portion are connected by an inner circumferential surface that forms a convex arc with a predetermined radius of curvature.

また、本発明の水硬性固化体埋設型補強用鋼棒継手構造は、前記挿通孔が、軸方向の一端から中途部分における第一範囲と、軸方向の他端から上記中途部分における第二範囲とで断面積が異なることを特徴とする。 Furthermore, the hydraulically solidified body-buried reinforcing steel bar joint structure of the present invention is characterized in that the insertion hole has different cross-sectional areas in a first range extending from one end to the middle of the axial direction and a second range extending from the other end to the middle of the axial direction.

また、本発明の水硬性固化体埋設型補強用鋼棒継手構造は、軸方向の一端から中途部分までの前記凹状部を螺旋形状とし、他端から上記中途部分までの前記凹状部を非螺旋形状とすることを特徴とする。 Furthermore, the hydraulically solidified body-buried reinforcing steel bar joint structure of the present invention is characterized in that the concave portion from one end to the middle of the axial direction is spirally shaped, and the concave portion from the other end to the middle of the axial direction is non-spirally shaped.

また、本発明の水硬性固化体埋設型補強用鋼棒継手構造は、少なくとも軸方向の一端に水硬性固化体埋設型補強用鋼棒との相対回転を防止する相対回転防止部材を設けることを特徴とする。 Furthermore, the hydraulically solidified body embedded type reinforcing steel rod joint structure of the present invention is characterized by the provision of a relative rotation prevention member at at least one axial end to prevent relative rotation with the hydraulically solidified body embedded type reinforcing steel rod.

また、本発明の水硬性固化体埋設型補強用鋼棒継手構造は、少なくとも軸方向の一端に水硬性固化体埋設型補強用鋼棒との軸方向に対する相対変位を防止する相対変位防止部材を設けることを特徴とする。 Furthermore, the hydraulically solidified body embedded reinforcing steel rod joint structure of the present invention is characterized by the provision of a relative displacement prevention member at at least one axial end to prevent relative axial displacement with respect to the hydraulically solidified body embedded reinforcing steel rod.

また、本発明の水硬性固化体埋設型補強用鋼棒継手構造は、軸方向端部に剛結構造を設け、上記剛結構造は、水硬性固化体埋設型補強用鋼棒との相対回転を防止する相対回転防止部材と水硬性固化体埋設型補強用鋼棒に対する相対変位を防止する相対変位防止部材とを有することを特徴とする。 Furthermore, the joint structure of the hydraulically solidified body-embedded reinforcing steel rod of the present invention is characterized by having a rigid connection structure at the axial end, and the rigid connection structure having a relative rotation prevention member that prevents relative rotation with the hydraulically solidified body-embedded reinforcing steel rod, and a relative displacement prevention member that prevents relative displacement with respect to the hydraulically solidified body-embedded reinforcing steel rod.

また、本発明の水硬性固化体埋設型補強用鋼棒継手構造は、前記相対回転防止部材が、前記水硬性固化体埋設型補強用鋼棒を囲繞し且つ係合孔に内挿されることを特徴とする。 Furthermore, the hydraulically solidified body embedded reinforcing steel rod joint structure of the present invention is characterized in that the relative rotation prevention member surrounds the hydraulically solidified body embedded reinforcing steel rod and is inserted into the engagement hole.

また、本発明の水硬性固化体埋設型補強用鋼棒継手構造は、前記相対回転防止部材が、係合孔の内周に係合する係合面と、軸方向視で前記水硬性固化体埋設型補強用鋼棒の外形に略相当する非円形状の水硬性固化体埋設型補強用鋼棒挿通孔と、有し、前記水硬性固化体埋設型補強用鋼棒挿通孔に前記水硬性固化体埋設型補強用鋼棒が相対回転不可の状態で嵌り得、前記係合面が上記係合孔の内周に係合することを特徴とする。 Furthermore, the hydraulically solidified body embedded type reinforcement steel rod joint structure of the present invention is characterized in that the relative rotation prevention member has an engagement surface that engages with the inner periphery of the engagement hole, and a non-circular hydraulically solidified body embedded type reinforcement steel rod insertion hole that roughly corresponds to the outer shape of the hydraulically solidified body embedded type reinforcement steel rod when viewed in the axial direction, and the hydraulically solidified body embedded type reinforcement steel rod can be fitted into the hydraulically solidified body embedded type reinforcement steel rod insertion hole in a state where relative rotation is prevented, and the engagement surface engages with the inner periphery of the engagement hole.

また、本発明の水硬性固化体埋設型補強用鋼棒継手構造は、前記相対変位防止部材が、前記水硬性固化体埋設型補強用鋼棒のリブに係合し、軸方向の変位が規制されることを特徴とする。 Furthermore, the hydraulically solidified body embedded reinforcing steel rod joint structure of the present invention is characterized in that the relative displacement prevention member engages with the rib of the hydraulically solidified body embedded reinforcing steel rod, thereby restricting axial displacement.

また、本発明の水硬性固化体埋設型補強用鋼棒継手構造は、前記相対変位防止部材が、前記水硬性固化体埋設型補強用鋼棒が挿通し得、内周面に螺旋溝を有する孔部を有することを特徴とする。 Furthermore, the hydraulically solidified body embedded reinforcing steel rod joint structure of the present invention is characterized in that the relative displacement prevention member has a hole portion with a spiral groove on the inner peripheral surface through which the hydraulically solidified body embedded reinforcing steel rod can be inserted.

また、本発明の水硬性固化体埋設型補強用鋼棒継手構造は、前記相対回転防止部材と前記相対変位防止部材との当接部には、前記相対回転防止部材と前記相対変位防止部材との相対回転を防止する相対回転防止機構が設けられることを特徴とする。 Furthermore, the hydraulically solidified body buried type reinforcing steel bar joint structure of the present invention is characterized in that a relative rotation prevention mechanism that prevents relative rotation between the relative rotation prevention member and the relative displacement prevention member is provided at the contact portion between the relative rotation prevention member and the relative displacement prevention member.

また、本発明の水硬性固化体埋設型補強用鋼棒継手構造は、本体の長手方向における適宜の中間位置には、前記水硬性固化体埋設型補強用鋼棒の挿入深さを視認可能とする内外に貫通した確認孔を有することを特徴とする。 The hydraulically solidified body buried reinforcing steel rod joint structure of the present invention is also characterized by having a through hole at an appropriate intermediate position in the longitudinal direction of the main body, which allows the insertion depth of the hydraulically solidified body buried reinforcing steel rod to be visually confirmed.

また、本発明の水硬性固化体埋設型補強用鋼棒継手構造は、前記確認孔が、前記長手方向の中央部を示す中央位置示唆手段を有することを特徴とする。 Furthermore, the hydraulically solidified body buried reinforcing steel rod joint structure of the present invention is characterized in that the confirmation hole has a center position indication means that indicates the center of the longitudinal direction.

また、本発明の水硬性固化体埋設型補強用鋼棒継手構造は、前記確認孔が、孔形状が前記長手方向の中央部に相当する箇所をくびれさせたくびれ部を有し、該くびれ部が前記中央位置示唆手段を成すことを特徴とする。 Furthermore, the hydraulically solidified body buried type reinforcing steel rod joint structure of the present invention is characterized in that the confirmation hole has a constricted portion formed by constricting the hole shape at a point corresponding to the center in the longitudinal direction, and this constricted portion constitutes the center position indication means.

また、本発明の水硬性固化体埋設型補強用鋼棒継手構造は、前記確認孔が、光透過性を有する部材によって閉塞されることを特徴とする。 Furthermore, the hydraulically solidified body buried reinforcing steel rod joint structure of the present invention is characterized in that the confirmation hole is blocked with a light-transmitting member.

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水硬性固化体埋設型補強用鋼棒継手構造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 a joint structure for a reinforcing steel rod embedded in a hydraulically solidified body at the desired axial position of the reinforcing steel rod, improving the connectivity between the reinforcing steel rods embedded in a hydraulically solidified body and increasing the pull-out strength when embedded in the hydraulically solidified body.

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. 本実施形態の水硬性固化体埋設型補強用鋼棒継手構造を示し、(a)は平面図、(b)は断面図である。1A and 1B show a hydraulically solidified body-buried reinforcing steel bar joint structure according to an embodiment of the present invention, in which FIG. 1A is a plan view and FIG. 1B is a cross-sectional view. 水硬性固化体埋設型補強用鋼棒継手構造を示す断面図である。FIG. 1 is a cross-sectional view showing a hydraulically solidified body buried reinforcing steel bar joint structure. 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. 水硬性固化体埋設型補強用鋼棒継手構造の他の内周形状例を示す図である。10A and 10B are diagrams showing other examples of inner circumference shapes of a hydraulically solidified body buried reinforcing steel bar joint structure. 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. 水硬性固化体埋設型補強用鋼棒継手構造の他の例を示し、(a)は平面図、(b)は正面図、(c)は(b)のA-A断面図である。10A to 10C show another example of a hydraulically solidified body buried type reinforcing steel bar joint structure, where (a) is a plan view, (b) is a front view, and (c) is a cross-sectional view taken along the line A-A in (b). 薄肉部の弾性変形によって幅を拡げたスリットを示す図である。10 is a diagram showing a slit whose width has been increased by elastic deformation of a thin-walled portion. FIG. 水硬性固化体埋設型補強用鋼棒継手構造の他の例を示す斜視図である。FIG. 10 is a perspective view showing another example of a hydraulically solidified body buried reinforcing steel bar joint structure. スリットが拡がり得る範囲を示す図である。FIG. 10 is a diagram showing the range over which a slit can expand. 水硬性固化体埋設型補強用鋼棒継手構造の一部を成す部分体を示し、(a)は斜視図、(b)は連結部側の外周面を示す図である。1A and 1B show a partial body forming a part of a hydraulically solidified body buried type reinforcing steel bar joint structure, in which FIG. 1A is a perspective view and FIG. 1B shows the outer peripheral surface on the connecting portion side. 部分体によって構成される水硬性固化体埋設型補強用鋼棒継手構造を示す斜視図である。FIG. 1 is a perspective view showing a hydraulically solidified body buried reinforcing steel bar joint structure composed of partial bodies. 水硬性固化体埋設型補強用鋼棒継手構造の他の例を示す斜視図である。FIG. 10 is a perspective view showing another example of a hydraulically solidified body buried reinforcing steel bar joint structure. 水硬性固化体埋設型補強用鋼棒継手構造による二本の水硬性固化体埋設型補強用鋼棒の連結を示す図である。FIG. 10 is a diagram showing the connection of two steel rods for reinforcing a hydraulically solidified body buried type using a joint structure for the steel rod for reinforcing a hydraulically solidified body buried type. 非螺旋形状の凹状部、螺旋形状の凹状部を有する水硬性固化体埋設型補強用鋼棒継手構造を示し、(a)は斜視図、(b)は正面図、(c)は(b)のA-A断面図である。1 shows a steel rod joint structure for reinforcing steel rods embedded in hydraulically solidified bodies, which has a non-helical concave portion and a helical concave portion, where (a) is an oblique view, (b) is a front view, and (c) is an A-A cross-sectional view of (b). 水硬性固化体埋設型補強用鋼棒継手構造に係合する相対回転防止部材を示し、(a)は斜視図、(b)は側面図、(c)は断面図である。1A, 1B, and 1C show a relative rotation prevention member that engages with a hydraulically solidified body-buried reinforcing steel rod joint structure, in which FIG. 1A is a perspective view, FIG. 1B is a side view, and FIG. 1C is a cross-sectional view. 相対変位防止部材を示し、(a)は斜視図、(b)は側面図、(c)は断面図である。1A is a perspective view of a relative displacement prevention member, FIG. 1B is a side view thereof, and FIG. 1C is a cross-sectional view thereof. 水硬性固化体埋設型補強用鋼棒継手構造と水硬性固化体埋設型補強用鋼棒との接続を示す図である。FIG. 1 is a diagram showing a connection between a hydraulically solidified body buried type reinforcing steel rod joint structure and a hydraulically solidified body buried type reinforcing steel rod. 相対回転防止部材と相対変位防止部材の設置を示す図である。10A and 10B are diagrams illustrating the installation of a relative rotation prevention member and a relative displacement prevention member. 相対回転防止部材の他の例を示す図である。10A and 10B are diagrams illustrating another example of a relative rotation prevention member. 筒状部材を示す図である。FIG. 筒状部材を連結させて成る水硬性固化体埋設型補強用鋼棒継手構造を示す図である。FIG. 10 is a diagram showing a steel rod joint structure for reinforcing a hydraulically solidified body buried type, which is formed by connecting cylindrical members. リブの他の形状例を示すものであり、(a)は斜視図、(b)は平面図、(c)は側面図である。10A to 10C show examples of other shapes of the rib, where FIG. 10A is a perspective view, FIG. 10B is a plan view, and FIG. 10C is a side view.

以下に本発明の水硬性固化体埋設型補強用鋼棒同士を接続する水硬性固化体埋設型補強用鋼棒継手構造の実施形態について図面を参照して説明する。水硬性固化体埋設型補強用鋼棒継手構造は、全体には筒状部材を成す部材によって構成されるものであって、端部に挿入される水硬性固化体埋設型補強用鋼棒と接続されるものであり、両端部にそれぞれ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同士を連結させるものである。従って、水硬性固化体埋設型補強用鋼棒継手構造には、水硬性固化体埋設型補強用鋼棒と係合するための構造等を有する。 An embodiment of a hydraulically solidified body-embedded reinforcing steel rod joint structure for connecting hydraulically solidified body-embedded reinforcing steel rods of the present invention will be described below with reference to the drawings. The hydraulically solidified body-embedded reinforcing steel rod joint structure is composed of a member that forms a tubular member as a whole, and is connected to hydraulically solidified body-embedded reinforcing steel rods inserted into its ends. By inserting hydraulically solidified body-embedded reinforcing steel rods into both ends, the hydraulically solidified body-embedded reinforcing steel rods are connected to each other. Therefore, the hydraulically solidified body-embedded reinforcing steel rod joint structure has a structure for engaging with hydraulically solidified body-embedded reinforcing steel rods.

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1のリブ4を示す側面図である。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する縮径面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。なお、水硬性固化体埋設型補強用鋼棒1は鋼材等、適宜材料によって構成され得る。
縮径面2は、軸方向に延在しており、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するように形成される。縮径面2は、例えば、水硬性固化体埋設型補強用鋼棒1に形成される二面幅等があり得る。
FIG. 1 shows a hydraulically solidified body-embedded reinforcing steel rod 1 according to this embodiment, where (a) is a front view and (b) is an A-A cross-sectional view. FIG. 2 is a side view showing a rib 4 of the hydraulically solidified body-embedded reinforcing steel rod 1 according to this embodiment. The hydraulically solidified body-embedded reinforcing steel rod 1 is a long steel member that is embedded in the hydraulically solidified body to reinforce it. The hydraulically solidified body-embedded reinforcing steel rod 1 has reduced diameter surfaces 2 located in two predetermined regions facing each other across its axis, ribs 4 arranged in a row in the axial direction and protruding radially outward, and concave diameter surfaces 6 that are alternately recessed in the ribs 4 along the axial direction. The hydraulically solidified body-embedded reinforcing steel rod 1 can be made of any suitable material, such as steel.
The reduced diameter surface 2 extends in the axial direction and is formed so that the radius from the axis gradually decreases toward the circumferential center of the region. The reduced diameter surface 2 may have, for example, a two-face width formed on the hydraulically solidified body-buried reinforcing steel bar 1.

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の周方向中央部又は両端部等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 concave surface 6 is set so that its distance from the axis is within the range of the distance from the axis of the reduced diameter surface 2. For example, the concave surface 6 can be set so that its distance from the axis is equivalent to the radius of the circumferential center or both ends 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を有する。先端部10を成す稜線12は、軸直角方向に延び、周方向に沿った両端が縮径面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を有する。また、これらの四つの面14a~14dは、それぞれ水硬性固化体埋設型補強用鋼棒1の軸心周りに想定される仮想の螺旋面に沿ったものとして設けられる。 As shown in Figure 2, the rib 4 has a tip 10 at its radial end. The ridge 12 forming the tip 10 extends perpendicular to the axis, with both circumferential ends extending toward the reduced diameter surface 2. The rib 4 also has four surfaces 14a-14d facing in different normal directions. These four surfaces 14a-14d are each arranged along an imaginary spiral surface assumed around the axis of the hydraulically solidified body-buried reinforcing steel bar 1.

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、微小円弧状とすれば、製造し易く、損傷し難く出来て良い上、後述するように水硬性固化体埋設型補強用鋼棒継手構造との嵌合性を向上させることが出来て良い。 The cross-sectional shape of the tip 10 may be approximately acute or obtuse, or may be approximately arc-shaped, or may have a slightly flat surface. However, a slightly arc-shaped cross-section is preferable, as it is easier to manufacture and less susceptible to damage, and as described below, it also improves fit with the hydraulically solidified body buried reinforcing steel rod joint structure.

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 ribs 4 and recessed surfaces 6 are provided in two opposing regions across the axis, and the axial positions of the ribs 4 and recessed surfaces 6 in each region are set to be staggered. That is, the ribs 4 in one region are positioned at the same position as the recessed surfaces 6 in the other region across the axis. Similarly, the ribs 4 in one region are positioned at the same position as the recessed surfaces 6 in the other region. Of course, the axial positions of the ribs 4 and recessed surfaces 6 may also be set to coincide.

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.

ここで図28は、リブ4の他の形状例を示すものであり、(a)は斜視図、(b)は平面図、(c)は側面図である。軸直交方向の突出高さが漸次縮小する三次曲面状表面を有するリブ4は、図28に示す周方向において中央部分のリブ係止部150と、先端部152との間に境界部分151を有するものがあり得る。また、リブ4は、径方向に突出する高さが、中央部で最も高くて先端部152に向かって漸次縮小して縮径面2に最も近い箇所で略零に近づく形状に設定される。 Figure 28 shows other examples of the shape of the rib 4, with (a) being a perspective view, (b) being a plan view, and (c) being a side view. Ribs 4 having a three-dimensional curved surface whose protruding height in the direction perpendicular to the axis gradually decreases may have a boundary portion 151 between the rib engagement portion 150 in the central portion and the tip portion 152 in the circumferential direction shown in Figure 28. Furthermore, the rib 4 is configured so that its radial protruding height is greatest at the central portion and gradually decreases toward the tip portion 152, approaching approximately zero at the point closest to the reduced diameter surface 2.

具体的にリブ4は、リブ係止部150の中央部から先端部152に向かって突出高さが漸次縮小するように、周方向に沿って略山形に傾斜している形状を有し、境界部分151よりも先端部152側の傾斜がリブ係止部150における傾斜よりも急勾配となる。また、リブ係止部150は、後述する凹状部26に軸方向に係合し、リブ4の剪断強度の維持のために突出高さの縮小が、先端部152と比して緩やかに設定される。 Specifically, the rib 4 has a generally mountain-shaped slope along the circumferential direction so that the protruding height gradually decreases from the center of the rib engagement portion 150 toward the tip 152, with the slope from the boundary portion 151 toward the tip 152 being steeper than the slope of the rib engagement portion 150. Furthermore, the rib engagement portion 150 axially engages with the recessed portion 26, which will be described later, and the reduction in the protruding height is set to be more gradual than that of the tip 152 in order to maintain the shear strength of the rib 4.

上述したように、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が悪いという問題があるが、本発明の水硬性固化体埋設型補強用鋼棒1によれば、上記リブ4のように四つの面14a~14dを有する形状や、図28に示すリブ係止部150及び先端部152を有する形状とすることで、水硬性固化体付着性を向上させることができると共に、後述する水硬性固化体埋設型補強用鋼棒継手構造20に対し、リブ4を容易に螺合させることができる。 As mentioned above, reinforcing steel rods for embedding hydraulic solidified bodies, such as those described in Patent Document 2 and Patent Document 3, have the problem of poor adhesion of the hydraulic solidified bodies when they are embedded. However, with the reinforcing steel rod 1 for embedding hydraulic solidified bodies of the present invention, by using a shape with four surfaces 14a-14d like the rib 4 described above, or a shape with a rib engaging portion 150 and a tip portion 152 as shown in Figure 28, adhesion of the hydraulic solidified bodies can be improved, and the rib 4 can be easily screwed into the reinforcing steel rod joint structure 20 for embedding hydraulic solidified bodies, which will be described later.

また、水硬性固化体埋設時における引き抜き強度を向上させるためにリブ4の突出高さを大きく設定することが有り得る。しかし、リブ4の突出高さを大きくすると縮径面2までリブ4が延在し得る他、縮径面2に隣接する位置でリブ4が縮径面2よりも径方向外側に突出し得る。従って、縮径面2を形成するため、リブ4を切削する等の加工が必要となる。これに対し、図28に示す形状のリブ4であれば、境界部分151間のリブ係止部150と先端部152とで、傾斜の勾配を異ならせたことで、引き抜き強度を維持しつつ、量産性を向上させることができる。
従って、リブ係止部150及び先端部152を具えるリブ4を有する水硬性固化体埋設型補強用鋼棒1であれば、水硬性固化体埋設型補強用鋼棒1を量産する際において意図した形状を、高精度に形成し続けることができる。また、リブ4は先端部10(152)を有することで、後述する水硬性固化体埋設型補強用鋼棒継手構造20の凹状部26に嵌合し易くなって接続性を向上させることができる。
Furthermore, the protruding height of the rib 4 may be set large to improve the pull-out strength when the hydraulically solidified body is buried. However, if the protruding height of the rib 4 is large, the rib 4 may extend up to the reduced diameter surface 2, or may protrude radially outward beyond the reduced diameter surface 2 at a position adjacent to the reduced diameter surface 2. Therefore, processing such as cutting the rib 4 is required to form the reduced diameter surface 2. In contrast, with the rib 4 shaped as shown in Fig. 28, the gradient of the inclination is made different between the rib engaging portion 150 between the boundary portion 151 and the tip portion 152, thereby improving mass productivity while maintaining the pull-out strength.
Therefore, if the steel rod 1 for reinforcing a hydraulically solidified body to be buried has a rib 4 with a rib locking portion 150 and a tip portion 152, it is possible to continue to form the intended shape with high precision when mass-producing the steel rods 1 for reinforcing a hydraulically solidified body to be buried. Furthermore, since the rib 4 has the tip portion 10 (152), it can be easily fitted into the recessed portion 26 of the joint structure 20 for reinforcing a hydraulically solidified body to be described later, thereby improving connectivity.

次に水硬性固化体埋設型補強用鋼棒継手構造20について説明する。水硬性固化体埋設型補強用鋼棒継手構造20は、二本の水硬性固化体埋設型補強用鋼棒1を連結させる継手であり、軸方向に貫通した挿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ものである。 Next, we will explain the hydraulically solidified body embedded reinforcing steel rod joint structure 20. The hydraulically solidified body embedded reinforcing steel rod joint structure 20 is a joint that connects two hydraulically solidified body embedded reinforcing steel rods 1, and has an inner peripheral shape that can surround the hydraulically solidified body embedded reinforcing steel rods 1, with insertion holes that run through in the axial direction and open at both ends.

図5は、本実施形態の水硬性固化体埋設型補強用鋼棒継手構造20を示し、(a)は平面図、(b)は断面図である。水硬性固化体埋設型補強用鋼棒継手構造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する。内周面には、軸心を挟んで相対する位置に配された大径面22、大径面22に対して周方向に隣接する係合凸部24及び凹状部26が配される。 Figure 5 shows a hydraulically solidified body-embedded reinforcing steel rod joint structure 20 according to this embodiment, with (a) being a plan view and (b) being a cross-sectional view. The hydraulically solidified body-embedded reinforcing steel rod joint structure 20 has an inner peripheral surface surrounding the hydraulically solidified body-embedded reinforcing steel rod 1. The inner peripheral surface is provided with large-diameter surfaces 22 positioned opposite each other across the axis, and engaging protrusions 24 and recesses 26 circumferentially adjacent 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に略非接触状態となるように、リブ4よりも大径の半径が設定される。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に非接触状態であ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, it has a larger radius than the ribs 4 so that it is generally not in contact with 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よりも径方向内側に突出して周方向に延在し、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 radially inward from the large diameter surface 22, extend circumferentially, 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、所定の相対位置において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てもよく、且つ大径面2と略連続面を成すように連設させ得る。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, at a predetermined relative position, their bottoms are positioned at least radially outward of the ribs 4. That is, the depth of the recessed portions 26 may be set so that they are approximately equidistant from the axis, and they may be connected to the large diameter surface 2 so as to form an approximately continuous surface. Of course, the depth of the recessed portions 26 may also be set so that they are further from the axis than the large diameter surface 22.

また、凹状部26は、径方向視で、軸方向に平行な対称軸に対して非対称形状を有する。即ち、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。 In addition, when viewed in the radial direction, the recessed portion 26 has an asymmetric shape with respect to an axis of symmetry parallel to the axial direction. That is, one circumferential end (the left end in FIG. 5(b)) forms an open end 28 with a widened width, and the width gradually decreases toward the other end (the right end in FIG. 5(b)), which forms 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. Furthermore, 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。勿論、この係合凸部24及び凹状部26は、互いに軸方向位置が段違いにならないように係合凸部24の対向位置に係合凸部24を、凹状部26の対向位置に凹状部26を設けて、リブ4同士が軸方向における同位置に設けられて成る水硬性固化体埋設型補強用鋼棒1の設定に対応させてもよい。 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 reinforcing steel bar 1 for embedding in a hydraulically solidified body, with the engaging protrusions 24 in one region and the engaging protrusions 24 in the other region being set so that their axial positions are offset from each other. Of course, the engaging protrusions 24 and recessed portions 26 may be set opposite the engaging protrusions 24 and opposite the recessed portions 26 so that their axial positions are not offset from each other, corresponding to the configuration of a reinforcing steel bar 1 for embedding in a hydraulically solidified body in which the ribs 4 are set at the same axial positions.

ここで、図6は水硬性固化体埋設型補強用鋼棒継手構造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。 Here, Figure 6 is a cross-sectional view showing a hydraulically solidified body buried reinforcing steel bar joint structure 20, illustrating the positional relationship between the engaging protrusions 24 and recesses 26 in two opposing regions spaced apart in the radial direction. As shown in Figure 6, for one region located on the left, an engaging protrusion 24 is provided, while for the other region located on the right, a recess 26 is provided; and for one region, an engaging protrusion 24 is provided, while for the recess 26, another region is provided.

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と水硬性固化体埋設型補強用鋼棒継手構造20とを接続させる手順について説明する。先ず、水硬性固化体埋設型補強用鋼棒継手構造20の挿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を水硬性固化体埋設型補強用鋼棒継手構造20の係合凸部24及び凹状部26に対向した位置に合わせる。このとき、水硬性固化体埋設型補強用鋼棒1は、水硬性固化体埋設型補強用鋼棒継手構造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を水硬性固化体埋設型補強用鋼棒継手構造20への接触を避けて挿入し得、軸方向に変位させ得る。 Next, the procedure for connecting a hydraulically solidified body-embedded reinforcing steel rod 1 to a hydraulically solidified body-embedded reinforcing steel rod joint structure 20 will be described. First, the hydraulically solidified body-embedded reinforcing steel rod 1 is inserted into the insertion hole of the hydraulically solidified body-embedded reinforcing steel rod joint structure 20. At this time, the reduced diameter surface 2 of the hydraulically solidified body-embedded reinforcing steel rod 1 is aligned with the engaging protrusion 24 and recess 26 of the hydraulically solidified body-embedded reinforcing steel rod joint structure 20. At this time, the hydraulically solidified body-embedded reinforcing steel rod 1 can be inserted axially without coming into contact with the hydraulically solidified body-embedded reinforcing steel rod joint structure 20. That is, because the reduced diameter surface 2 is located radially inward of the engaging protrusion 24 and the rib 4 is located radially inward of the large diameter surface 22, the hydraulically solidified material embedded reinforcing steel rod 1 can be inserted without contacting the hydraulically solidified material embedded reinforcing steel rod joint structure 20, and can 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継手構造20を水硬性固化体埋設型補強用鋼棒1に対して周方向に相対回転させ、水硬性固化体埋設型補強用鋼棒継手構造20に水硬性固化体埋設型補強用鋼棒1を固定する。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は水硬性固化体埋設型補強用鋼棒継手構造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の稜線12等を点線で図示し、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 joint structure 20 is rotated circumferentially relative to the hydraulically solidified body-embedded reinforcing steel rod 1, and the hydraulically solidified body-embedded reinforcing steel rod 1 is fixed to the hydraulically solidified body-embedded reinforcing steel rod joint structure 20. Figure 7 shows a schematic diagram of 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 circumferential surface of the hydraulically solidified body embedded reinforcing steel rod joint structure 20 on the front side, and since surfaces 14a to 14d of 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, with the ridge line 12 of rib 4 shown with dotted lines, and surfaces 14a to 14d facing the recessed portion 26 toward the back of the page.

水硬性固化体埋設型補強用鋼棒継手構造20は、図7(a)に示すリブ4が開放端28から凹状部26内に進入するように所定の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継手構造20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 joint structure 20 rotates in a predetermined direction so that the rib 4 shown in Figure 7(a) enters the recessed portion 26 from the open end 28. The hydraulically solidified body-embedded reinforcing steel rod joint structure 20 is also rotated in a relative direction so that the rib 4 shown in Figure 7(b) 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.

水硬性固化体埋設型補強用鋼棒継手構造20は、係合凸部24間にリブ4が進入したとき、水硬性固化体埋設型補強用鋼棒1に対する軸方向の変位が規制される。即ち、水硬性固化体埋設型補強用鋼棒継手構造20に対して、水硬性固化体埋設型補強用鋼棒1を引抜き向き及び押込み向きの何れの向きに対しても水硬性固化体埋設型補強用鋼棒継手構造20と水硬性固化体埋設型補強用鋼棒1との相対変位が規制される。更に水硬性固化体埋設型補強用鋼棒継手構造20は、閉塞端にリブ4が当接したとき、上記水硬性固化体埋設型補強用鋼棒1に対する所定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が水硬性固化体埋設型補強用鋼棒継手構造20に対して接続されて固定される。 When the rib 4 enters between the engaging protrusions 24, the hydraulically solidified body-embedded reinforcing steel rod joint structure 20 is restricted from axial displacement relative to the hydraulically solidified body-embedded reinforcing steel rod 1. In other words, relative displacement between the hydraulically solidified body-embedded reinforcing steel rod joint structure 20 and the hydraulically solidified body-embedded reinforcing steel rod 1 is restricted in both the pull-out and push-in directions of the hydraulically solidified body-embedded reinforcing steel rod 1 relative to the hydraulically solidified body-embedded reinforcing steel rod joint structure 20. Furthermore, when the rib 4 abuts the closed end of the hydraulically solidified body-embedded reinforcing steel rod joint structure 20, circumferential displacement along a predetermined rotational direction relative to the hydraulically solidified body-embedded reinforcing steel rod 1 is restricted. Therefore, the hydraulically solidified body buried reinforcing steel rod 1 is connected and fixed to the hydraulically solidified body buried reinforcing steel rod joint structure 20.

なお、水硬性固化体埋設型補強用鋼棒1のリブ4は先端部10が先鋭形状を成し、水硬性固化体埋設型補強用鋼棒継手構造20の凹状部26の開放端28を拡幅した形状としたので、水硬性固化体埋設型補強用鋼棒継手構造20を回転させた際に係合凸部24がリブ4に引掛ってしまうことを抑止し、凹状部26にリブ4を嵌合させ易くすることができる。 The rib 4 of the hydraulically solidified body-embedded reinforcing steel rod 1 has a pointed tip 10, and the open end 28 of the recessed portion 26 of the hydraulically solidified body-embedded reinforcing steel rod joint structure 20 has a widened shape. This prevents the engaging protrusion 24 from getting caught on the rib 4 when the hydraulically solidified body-embedded reinforcing steel rod joint structure 20 is rotated, making it easier to fit the rib 4 into the recessed portion 26.

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に嵌合し易くなり好ましい。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継手構造20の水硬性固化体埋設型補強用鋼棒1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い。これにより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に対して自動的に案内されることで嵌合し易くなって、水硬性固化体埋設型補強用鋼棒1と水硬性固化体埋設型補強用鋼棒継手構造20との接続を容易に行うことができる。
4, the rib 4 can be more easily fitted into the recessed portion 26 without getting caught, which is preferable. As long as the engaging protrusion 24 has a surface at the circumferential end, even if the tip 10 is sharpened, the rib 4 and the engaging protrusion 24 will come into contact, and the relative rotation of the hydraulically solidified body-embedded steel rod joint structure 20 with respect to the hydraulically solidified body-embedded steel rod 1 for reinforcing may be restricted.
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 form the tip portion 10 and the circumferential end of the engaging protrusion 24 into a sharp shape, as shown in Figure 8(b). This prevents the ends from coming into contact with each other, and the rib 4 is more automatically guided into the recessed portion 26, making it easier to fit together, facilitating the connection between the steel bar 1 for hydraulically solidified body-embedded reinforcement and the joint structure 20 for a steel bar for hydraulically solidified body-embedded reinforcement.

なお、水硬性固化体埋設型補強用鋼棒継手構造20を水硬性固化体埋設型補強用鋼棒1に対し、相対回転させることで接続を行うが、凹状部26に開放端28を形成しているため、水硬性固化体埋設型補強用鋼棒継手構造20が逆回転可能な状態となっている。水硬性固化体埋設型補強用鋼棒継手構造20が逆回転した場合は水硬性固化体埋設型補強用鋼棒1と水硬性固化体埋設型補強用鋼棒継手構造20との接続が解除されてしまう。
そこで、水硬性固化体埋設型補強用鋼棒1と水硬性固化体埋設型補強用鋼棒継手構造20との間に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得る。ここで、図9は水硬性固化体埋設型補強用鋼棒継手構造20の他の内周形状例を示す径方向視の図であり、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。
The hydraulically solidified body-embedded reinforcing steel rod joint structure 20 is connected to the hydraulically solidified body-embedded reinforcing steel rod 1 by rotating it relative to the hydraulically solidified body-embedded reinforcing steel rod 1, but since the open end 28 is formed in the recessed portion 26, the hydraulically solidified body-embedded reinforcing steel rod joint structure 20 is in a state where it can rotate in the reverse direction. If the hydraulically solidified body-embedded reinforcing steel rod joint structure 20 rotates in the reverse direction, the connection between the hydraulically solidified body-embedded reinforcing steel rod 1 and the hydraulically solidified body-embedded reinforcing steel rod joint structure 20 will be released.
Therefore, a reverse rotation prevention structure may be provided between the hydraulically solidified body-embedded reinforcing steel rod 1 and the hydraulically solidified body-embedded reinforcing steel rod joint structure 20. For example, the reverse rotation prevention structure can be formed by changing the shape of the recessed portion relative to the rib 4. Here, Fig. 9 is a view seen from the radial direction showing another example of the inner peripheral shape of the hydraulically solidified body-embedded reinforcing steel rod joint structure 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 the 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すものであり、(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を進入させる。 Figure 10 is a schematic diagram showing 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継手構造20が水硬性固化体埋設型補強用鋼棒1に対して接続のときの回転方向と逆向きのトルク等が作用しても、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大きさのトルクを加える必要があり、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 a torque or the like is applied in the opposite direction to the rotational direction when the hydraulically solidified body embedded steel rod joint structure 20 is connected to the hydraulically solidified body embedded steel rod 1 for reinforcement, in order for the rib 4 to be disengaged from the recessed portion 30, it is necessary to apply a torque large enough to elastically deform surfaces 14c, 14d and/or the engaging protrusion 24, thereby forming a reverse rotation prevention structure.

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及び水硬性固化体埋設型補強用鋼棒継手構造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を水硬性固化体埋設型補強用鋼棒継手構造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が水硬性固化体埋設型補強用鋼棒継手構造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、穴穿きの異形の外形を有するプレート形状を成し、穴44の周囲にプレート面に略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 component from the hydraulically solidified body-embedded reinforcing steel rod 1 and the hydraulically solidified body-embedded reinforcing steel rod joint structure 20. For example, when the hydraulically solidified body-embedded reinforcing steel rod 1 is fixed to the hydraulically solidified body-embedded reinforcing steel rod joint structure 20, the reduced diameter surface 2 of the hydraulically solidified body-embedded reinforcing steel rod 1 faces the large diameter surface 22 of the hydraulically solidified body-embedded reinforcing steel rod joint structure 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 in the shape of a plate with an irregularly shaped perforated outer shape and equipped with spacer portions 42 erected around the holes 44 in a direction approximately perpendicular to the plate surface.

具体的には、スペーサ部42の先端が水硬性固化体埋設型補強用鋼棒継手構造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を水硬性固化体埋設型補強用鋼棒継手構造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相対変位し得るように水硬性固化体埋設型補強用鋼棒継手構造20を回転させようとしても、スペーサ部42によってリブ4の相対変位を規制、即ち、水硬性固化体埋設型補強用鋼棒継手構造20の回転を規制できる。 Specifically, the hydraulically solidified body-embedded reinforcing steel rod 1 is inserted through the hole 44 with the tip of the spacer portion 42 facing the hydraulically solidified body-embedded reinforcing steel rod joint structure 20, and the rotation prevention member 40 is brought into contact with or close to the end face of the hydraulically solidified body-embedded reinforcing steel rod joint structure 20, inserting the spacer portion 42 between the reduced diameter surface 2 and the large diameter surface 22 to fill the gap. As a result, even if an attempt is made to rotate the hydraulically solidified body-embedded reinforcing steel rod joint structure 20 so that the rib 4 is relatively displaced in a direction retracting from the recessed portion 30, the spacer portion 42 restricts the relative displacement of the rib 4, i.e., restricts the rotation of the hydraulically solidified body-embedded reinforcing steel rod joint structure 20.

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を挟んで水硬性固化体埋設型補強用鋼棒継手構造20に対向する位置で、水硬性固化体埋設型補強用鋼棒1にナット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、水硬性固化体埋設型補強用鋼棒継手構造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水硬性固化体埋設型補強用鋼棒継手であって、水硬性固化体埋設型補強用鋼棒と水硬性固化体埋設型補強用鋼棒継手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水硬性固化体埋設型補強用鋼棒継手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 nut may be screwed onto the hydraulically solidified body-embedded reinforcing steel rod 1 at a position facing the hydraulically solidified body-embedded reinforcing steel rod joint structure 20 across the rotation prevention member 40 to prevent detachment of the spacer portion 42. The spacer portion 42 may be formed in a wedge shape that is thinner 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 also be formed on the large-diameter surface of the hydraulically solidified body-embedded reinforcing steel rod joint structure 20.
Furthermore, such anti-rotation members can be applied to conventional hydraulically solidified body-embedded reinforcing steel rods and hydraulically solidified body-embedded reinforcing steel rod joints in which, when the hydraulically solidified body-embedded reinforcing steel rod and the hydraulically solidified body-embedded reinforcing steel rod joint are screwed together, an axial gap occurs between the hydraulically solidified body-embedded reinforcing steel rod and the hydraulically solidified body-embedded reinforcing steel rod joint.

また、回転防止部材40は、その異形に設定された外形部を、水硬性固化体埋設型補強用鋼棒継手構造20の軸方向端部に設けられた異形に受容可能とする受容部に嵌合可能とすることで、回転防止部材40の水硬性固化体埋設型補強用鋼棒継手構造20に対する相対回転をより一層強く防止するように構成してもよい。 The anti-rotation member 40 may also be configured so that its irregularly shaped outer portion can fit into a receiving portion that can receive an irregular shape provided at the axial end of the hydraulically solidified body-embedded reinforcing steel rod joint structure 20, thereby further preventing relative rotation of the anti-rotation member 40 with respect to the hydraulically solidified body-embedded reinforcing steel rod joint structure 20.

また、水硬性固化体埋設型補強用鋼棒継手構造20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内に嵌るように水硬性固化体埋設型補強用鋼棒継手構造の形状を設定してもよい。 In addition, the hydraulically solidified body-embedded reinforcing steel rod joint structure 20 has a shape in which the recessed portion 26 has an open end 28 so that the rib 4 can be displaced circumferentially and enter the recessed portion 26, but the hydraulically solidified body-embedded reinforcing steel rod joint structure may also be shaped so that the rib 4 fits radially into the recessed portion 26.

具体的に、図12は、水硬性固化体埋設型補強用鋼棒継手構造50の他の例を示し、(a)は平面図、(b)は正面図、(c)は(b)のA-A断面図である。水硬性固化体埋設型補強用鋼棒継手構造50の凹状部56は、径方向視で略楕円形状、略長円形状、略唇形状、略ラグビーボール形状、略卵形状、略菱形状等の軸方向に平行な対称軸に対して対称な形状を有する。即ち、周方向両端が閉塞した閉塞端を成し、且つリブ4の径方向視における形状と相似又は近似形状を有する。勿論、水硬性固化体埋設型補強用鋼棒継手構造50において、内周面の内、大径面22及び凹状部56を除く部分にはリブ4が当接するものである。 Specifically, Figure 12 shows another example of a reinforcing steel bar joint structure 50 for embedded in a hydraulically solidified body, where (a) is a plan view, (b) is a front view, and (c) is an A-A cross-sectional view of (b). The recessed portion 56 of the reinforcing steel bar joint structure 50 for embedded in a hydraulically solidified body has a shape symmetrical about an axis of symmetry parallel to the axial direction, such as a generally elliptical, oval, lip, rugby ball, egg, or diamond shape when viewed in the radial direction. That is, both circumferential ends are closed, and the shape is similar or approximate to the shape of the rib 4 when viewed in the radial direction. Of course, in the reinforcing steel bar joint structure 50 for embedded in a hydraulically solidified body, the rib 4 abuts the inner circumferential surface excluding the large diameter surface 22 and the recessed portion 56.

また、水硬性固化体埋設型補強用鋼棒継手構造50は、スリット52、薄肉部54、確認孔58を有する。スリット52は、凹状部56に対して90°位相をずらした箇所(大径面22を配した箇所)で軸方向に延在する。薄肉部54は、軸心を挟んでスリット52に対向し、大径面22の一部の肉厚を薄くすることにより、内部空間を拡張し得るように弾性変形可能に形成される。スリット52及び薄肉部54は、水硬性固化体埋設型補強用鋼棒継手構造50の内周面により画定される内部空間を拡張するための拡張部として機能するものである。 The hydraulically solidified body-embedded reinforcing steel rod joint structure 50 also has a slit 52, a thin-walled portion 54, and a confirmation hole 58. The slit 52 extends axially at a location 90° out of phase with the recessed portion 56 (where the large-diameter surface 22 is located). The thin-walled portion 54 faces the slit 52 across the axis, and is formed to be elastically deformable so as to expand the internal space by reducing the thickness of a portion of the large-diameter surface 22. The slit 52 and thin-walled portion 54 function as expansion sections for expanding the internal space defined by the inner circumferential surface of the hydraulically solidified body-embedded reinforcing steel rod joint structure 50.

確認孔58は、水硬性固化体埋設型補強用鋼棒継手構造50の内外に貫通して内部を視認可能とする。また確認孔58は、水硬性固化体埋設型補強用鋼棒継手構造50の軸方向の略中央部を中心に少なくとも軸方向に沿う所定範囲内の視認に必要な大きさで開口する。 The confirmation hole 58 penetrates the hydraulically solidified body buried reinforcing steel rod joint structure 50 from the inside to the outside, allowing for visual inspection of the interior. The confirmation hole 58 is opened approximately at the center in the axial direction of the hydraulically solidified body buried reinforcing steel rod joint structure 50, and is large enough to allow for visual inspection within at least a specified range along the axial direction.

水硬性固化体埋設型補強用鋼棒継手構造50は、薄肉部54が弾性変形していない初期状態では、水硬性固化体埋設型補強用鋼棒1を挿通させた状態で水硬性固化体埋設型補強用鋼棒1に対して相対回転させてリブ4が大径面22に対向する位置から周方向に変位したとき、内周面がリブ4に干渉して相対回転が規制され得る。このとき、図13に示す矢印に沿ってスリット52の幅が拡げられるように、薄肉部54を撓ませ、弾性変形させれば、水硬性固化体埋設型補強用鋼棒継手構造50の挿通孔を拡径させ得、水硬性固化体埋設型補強用鋼棒1のリブ4と水硬性固化体埋設型補強用鋼棒継手構造50の係合凸部との軸方向における干渉が緩和される。従って、内周面とリブ4とが非干渉の状態となって、水硬性固化体埋設型補強用鋼棒継手構造50が水硬性固化体埋設型補強用鋼棒1に対して相対回転し得るので、凹状部56にリブ4が嵌合する。 In the initial state where the thin-walled portion 54 of the hydraulically solidified body-embedded reinforcing steel rod joint structure 50 is not elastically deformed, when the hydraulically solidified body-embedded reinforcing steel rod 1 is inserted and rotated relative to the hydraulically solidified body-embedded reinforcing steel rod 1, causing the rib 4 to displace circumferentially from the position facing the large-diameter surface 22, the inner circumferential surface interferes with the rib 4, restricting relative rotation. At this time, by bending and elastically deforming the thin-walled portion 54 so as to widen the slit 52 along the arrows shown in Figure 13, the diameter of the insertion hole of the hydraulically solidified body-embedded reinforcing steel rod joint structure 50 can be enlarged, and axial interference between the rib 4 of the hydraulically solidified body-embedded reinforcing steel rod 1 and the engaging protrusion of the hydraulically solidified body-embedded reinforcing steel rod joint structure 50 can be alleviated. As a result, the inner circumferential surface and rib 4 do not interfere with each other, allowing the hydraulically solidified body buried reinforcing steel rod joint structure 50 to rotate relative to the hydraulically solidified body buried reinforcing steel rod 1, and the rib 4 fits into the recess 56.

なお、上記スリット52は、少なくとも水硬性固化体埋設型補強用鋼棒継手構造50の周方向一部を切欠いたものであればよく、適宜設定し得る。例えば、図14に示すようにアリ溝形状のスリット52を設けてもよい。アリ溝形状のスリット52の場合、スリット52の拡がり得る範囲を規制することが出来る。即ち、図15(a)に示すように、アリ溝形状の凹部100に凸部102を遊嵌させることで、図15(b)に示すように凹部100に嵌る凸部102が周方向に変位可能に位置し、スリット52の拡がる範囲を規制することができる。このスリット52の拡大範囲の規制としては、水硬性固化体埋設型補強用鋼棒継手構造50の内周に対する水硬性固化体埋設型補強用鋼棒1のリブ4の受容過程における相互の当接が解除され、且つ、リブ4と水硬性固化体埋設型補強用鋼棒継手構造50の係合凸部との軸方向にける干渉が残存して完全に解除されない程度とする。こうすることで、水硬性固化体埋設型補強用鋼棒1と水硬性固化体埋設型補強用鋼棒継手構造50とを相対回転可能としながらも互いを引抜くことは不可とすることが可能となる。 The slits 52 may be formed by cutting out at least a portion of the hydraulically solidified body-embedded reinforcing steel bar joint structure 50 in the circumferential direction, and may be configured as appropriate. For example, dovetail-shaped slits 52 may be provided as shown in Figure 14. The dovetail-shaped slits 52 can restrict the range of expansion of the slits 52. That is, by loosely fitting the convex portions 102 into the dovetail-shaped recesses 100 as shown in Figure 15(a), the convex portions 102 fitted into the recesses 100 can be positioned so as to be displaceable in the circumferential direction, as shown in Figure 15(b), thereby restricting the range of expansion of the slits 52. The expansion range of the slit 52 is restricted to the extent that the mutual contact between the rib 4 of the hydraulically solidified body-embedded reinforcing steel rod 1 and the hydraulically solidified body-embedded reinforcing steel rod joint structure 50 is released during the process of receiving the rib 4, but the rib 4 and the engaging protrusion of the hydraulically solidified body-embedded reinforcing steel rod joint structure 50 remain, preventing complete release. This allows the hydraulically solidified body-embedded reinforcing steel rod 1 and the hydraulically solidified body-embedded reinforcing steel rod joint structure 50 to rotate relative to each other, but prevents them from being pulled out of each other.

また、薄厚部54の撓みでスリット52が拡がり且つ水硬性固化体埋設型補強用鋼棒継手構造の挿通孔の断面積を大きくし、内部空間を拡張させたが、内部空間を拡張するための構成は、適宜設定し得、径方向に分離可能な複数の部分体を拡張部として機能させるようにしてもよい。但し、部分体同士を略一体的に支持し、且つ径方向及び/又は周方向に変位させ得る別部材や機構等を要する。 Furthermore, the slit 52 expands when the thin section 54 bends, increasing the cross-sectional area of the insertion hole of the hydraulically solidified body-embedded reinforcing steel rod joint structure and expanding the internal space. However, the configuration for expanding the internal space can be designed as appropriate, and multiple radially separable sections may function as expansion sections. However, a separate member or mechanism is required to support the sections together approximately as a single unit and to allow radial and/or circumferential displacement.

ここで、図16は水硬性固化体埋設型補強用鋼棒継手構造の一部を成す部分体60を示し、(a)は斜視図、(b)は連結部側の外周面を示す図である。部分体60は、水硬性固化体埋設型補強用鋼棒継手構造を径方向に半割にした略半筒形状であって、一対の部分体60によって水硬性固化体埋設型補強用鋼棒継手構造を構成するものである。 Figure 16 shows a partial body 60 that forms part of a reinforcing steel bar joint structure for embedded hydraulic solidified bodies, with (a) being a perspective view and (b) being a view showing the outer surface on the connecting portion side. The partial body 60 has a roughly semi-cylindrical shape obtained by dividing the hydraulic solidified body reinforcing steel bar joint structure in half radially, and a pair of partial bodies 60 constitute the hydraulic solidified body reinforcing steel bar joint structure.

部分体60は、周方向端面がアリ溝形状を成す凹部62a、凸部62bを軸方向に複数列設した連結部62を有する。また、部分体60は、内周面側に凹状部56を有する。即ち、連結部62側の部分体60の内周面は、大径面22の一部を成す面となる。 The partial body 60 has a connecting portion 62 with multiple axially arranged rows of recesses 62a and protrusions 62b whose circumferential end faces form dovetail grooves. The partial body 60 also has a recessed portion 56 on its inner circumferential surface. In other words, the inner circumferential surface of the partial body 60 on the connecting portion 62 side forms part of the large diameter surface 22.

図17は、部分体によって構成される水硬性固化体埋設型補強用鋼棒継手構造を示す斜視図であり、部分体60a、60bは、互いの連結部62を連結、即ち一方の凸部を他方の凹部に、また一方の凹部を他方の凸部に嵌合させることで水硬性固化体埋設型補強用鋼棒継手構造50を構成し得る。このように構成した水硬性固化体埋設型補強用鋼棒継手構造50は、上記したように、アリ溝形状の凹部に凸部を遊嵌させることで、径方向の変位量を設定し得る。結果、部分体60a、60bは、水硬性固化体埋設型補強用鋼棒継手構造50を成すように互いに連結しつつ径方向に変位し得、内部空間の大きさ、或いは内部空間の直径等を可変とし、拡張させることができる。 Figure 17 is a perspective view showing a hydraulically solidified body-embedded reinforcing steel rod joint structure composed of subassemblies. The subassemblies 60a, 60b can be connected to each other at their connecting portions 62, i.e., by fitting the convex portion of one into the concave portion of the other and vice versa, to form a hydraulically solidified body-embedded reinforcing steel rod joint structure 50. As described above, the hydraulically solidified body-embedded reinforcing steel rod joint structure 50 can set its radial displacement by loosely fitting the convex portion into the dovetail-shaped concave portion. As a result, the subassemblies 60a, 60b can be displaced radially while connected to each other to form the hydraulically solidified body-embedded reinforcing steel rod joint structure 50, allowing the size or diameter of the internal space to be adjusted and expanded.

なお、水硬性固化体埋設型補強用鋼棒継手構造は、二つの部分体によって構成されるものに限定するものではなく、三つ以上の部分体によって構成してもよい。また部分体同士は、連結部を設ける以外に、別体の弾性部材によって連結させてもよい。例えば、複数の部分体を継手状に並べてCリングや巻きバネ等のよう弾性部材で部分体を囲繞するようにしてもよい。或いは、水硬性固化体埋設型補強用鋼棒継手構造の内部空間を拡大させる拡張部としては、周方向における適宜の二箇所以上に、周方向に弾性変形可能で軸方向に沿った弾性部を設けて、拡径可能に構成してもよい。このようにしても、部分体同士を径方向に分離させることができる。 The hydraulically solidified body-embedded reinforcing steel rod joint structure is not limited to being composed of two sections, but may be composed of three or more sections. Furthermore, the sections may be connected by a separate elastic member, rather than by a connecting section. For example, multiple sections may be arranged in a joint shape and surrounded by an elastic member such as a C-ring or coil spring. Alternatively, an expansion section that expands the internal space of the hydraulically solidified body-embedded reinforcing steel rod joint structure may be provided at two or more suitable locations in the circumferential direction with an elastic section that is elastically deformable in the circumferential direction and extends along the axial direction, allowing for expansion of the diameter. This also allows the sections to be separated radially.

以上、説明したように、凹状部を対称形状とすることでも水硬性固化体埋設型補強用鋼棒継手構造と水硬性固化体埋設型補強用鋼棒とを接続することができ、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水硬性固化体埋設型補強用鋼棒継手構造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固化前の水硬性固化体に収容した水硬性固化体埋設型補強用鋼棒継手構造と水硬性固化体埋設型補強用鋼棒の、固化した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。また、凹状部が対称形状であれば、凹状部にリブを嵌合させた後、水硬性固化体埋設型補強用鋼棒に対する水硬性固化体埋設型補強用鋼棒継手構造の相対回転が規制され、凹状部からリブが外れることが防止される。結果、水硬性固化体埋設型補強用鋼棒継手構造と水硬性固化体埋設型補強用鋼棒との接続をより強固にすることができる。 As explained above, by making the recessed portion symmetrical, it is possible to connect a hydraulically solidified body-embedded reinforcing steel rod joint structure and a hydraulically solidified body-embedded reinforcing steel rod, easily position and fix the hydraulically solidified body-embedded reinforcing steel rod joint structure in the desired axial position of the hydraulically solidified body-embedded reinforcing steel rod, improve the connectivity between hydraulically solidified body-embedded reinforcing steel rods, and improve the pull-out strength of the hydraulically solidified body-embedded reinforcing steel rod joint structure and hydraulically solidified body-embedded reinforcing steel rod when embedded in the solidified hydraulic body. Furthermore, if the recessed portion is symmetrical, after fitting the rib into the recessed portion, relative rotation of the hydraulically solidified body-embedded reinforcing steel rod joint structure with the hydraulically solidified body-embedded reinforcing steel rod is restricted, preventing the rib from coming off the recessed portion. As a result, the connection between the hydraulically solidified body buried reinforcing steel rod joint structure and the hydraulically solidified body buried reinforcing steel rod can be made stronger.

なお、水硬性固化体埋設型補強用鋼棒継手構造の外形形状は、特に限定されるものではないが、水硬性固化体埋設型補強用鋼棒に対して相対回転させるためのトルクを印加し易くするために少なくとも、二面幅を有する形状とするとよい。また、図18に示すような六角筒状の水硬性固化体埋設型補強用鋼棒継手構造20等、水硬性固化体埋設型補強用鋼棒継手構造は星形等を含め、多角形状の外形を有するものであってもよい。勿論、水硬性固化体埋設型補強用鋼棒継手構造は、円筒形状で、軸方向の一部が二面幅を有する形状でもよく、また軸方向の一部だけが多角形状となったものであってもよい。 The external shape of the hydraulically solidified body-embedded reinforcing steel rod joint structure is not particularly limited, but it is preferable for it to have at least a two-sided shape to facilitate the application of torque for relative rotation to the hydraulically solidified body-embedded reinforcing steel rod. Furthermore, hydraulically solidified body-embedded reinforcing steel rod joint structures, such as the hexagonal cylindrical hydraulically solidified body-embedded reinforcing steel rod joint structure 20 shown in Figure 18, may have a polygonal external shape, including a star shape. Of course, the hydraulically solidified body-embedded reinforcing steel rod joint structure may be cylindrical with a two-sided shape along a portion of the axial direction, or may have a polygonal shape along only a portion of the axial direction.

また、確認孔58は、水硬性固化体埋設型補強用鋼棒継手構造の長手方向の中央部を示唆する中央位置示唆手段を有してもよい。具体的には、図18に示すように、水硬性固化体埋設型補強用鋼棒継手構造の軸方向の略中央部に相当する箇所の開口を狭幅としたくびれ部分58aを設ける。これによって、水硬性固化体埋設型補強用鋼棒継手構造の両端それぞれに水硬性固化体埋設型補強用鋼棒を挿通させたときに、各水硬性固化体埋設型補強用鋼棒の位置を視認可能とすると共に、水硬性固化体埋設型補強用鋼棒継手構造の軸方向中央部に対する各水硬性固化体埋設型補強用鋼棒の位置の把握を同時に且つ容易に行うことができる。 The confirmation hole 58 may also have a center position indication means for indicating the longitudinal center of the hydraulically solidified body-embedded reinforcing steel rod joint structure. Specifically, as shown in FIG. 18 , a constricted portion 58a is provided with a narrower opening at a location roughly corresponding to the axial center of the hydraulically solidified body-embedded reinforcing steel rod joint structure. This makes it possible to visually confirm the position of each hydraulically solidified body-embedded reinforcing steel rod when inserting a hydraulically solidified body-embedded reinforcing steel rod into each end of the hydraulically solidified body-embedded reinforcing steel rod joint structure, and simultaneously and easily determine the position of each hydraulically solidified body-embedded reinforcing steel rod relative to the axial center of the hydraulically solidified body-embedded reinforcing steel rod joint structure.

ここで、図19を参照して水硬性固化体埋設型補強用鋼棒継手構造20による二本の水硬性固化体埋設型補強用鋼棒1a、1bの連結について説明する。先ず、図19(a)に示す水硬性固化体埋設型補強用鋼棒継手構造20の軸方向における一端側に水硬性固化体埋設型補強用鋼棒1aを挿入し、水硬性固化体埋設型補強用鋼棒継手構造20を水硬性固化体埋設型補強用鋼棒1a側に変位させる。このとき、水硬性固化体埋設型補強用鋼棒継手構造20の内周面において、大径面22が水硬性固化体埋設型補強用鋼棒1aのリブ4に対向している。 Now, with reference to Figure 19, we will explain the connection of two hydraulically solidified body-embedded reinforcing steel rods 1a, 1b using a hydraulically solidified body-embedded reinforcing steel rod joint structure 20. First, a hydraulically solidified body-embedded reinforcing steel rod 1a is inserted into one axial end of the hydraulically solidified body-embedded reinforcing steel rod joint structure 20 shown in Figure 19(a), and the hydraulically solidified body-embedded reinforcing steel rod joint structure 20 is displaced toward the hydraulically solidified body-embedded reinforcing steel rod 1a. At this time, the large diameter surface 22 on the inner circumferential surface of the hydraulically solidified body-embedded reinforcing steel rod joint structure 20 faces the rib 4 of the hydraulically solidified body-embedded reinforcing steel rod 1a.

また、水硬性固化体埋設型補強用鋼棒継手構造20の軸方向における他端面が、水硬性固化体埋設型補強用鋼棒1aの軸方向における端面と略面一乃至該端面が多少外部に露出するように、水硬性固化体埋設型補強用鋼棒継手構造20の水硬性固化体埋設型補強用鋼棒1aに対する軸方向位置が設定される。水硬性固化体埋設型補強用鋼棒継手構造20は、図19(b)の矢印で示す時計回りに小角だけ回転、即ち、凹状部26にリブ4が多少嵌合するように、水硬性固化体埋設型補強用鋼棒1aに対して相対回転されて仮止めされる。 The axial position of the hydraulically solidified body-embedded reinforcing steel rod joint structure 20 relative to the hydraulically solidified body-embedded reinforcing steel rod 1a is set so that the other axial end face of the hydraulically solidified body-embedded reinforcing steel rod joint structure 20 is approximately flush with the axial end face of the hydraulically solidified body-embedded reinforcing steel rod 1a or so that this end face is slightly exposed to the outside. The hydraulically solidified body-embedded reinforcing steel rod joint structure 20 is rotated a small angle clockwise as shown by the arrow in Figure 19(b), i.e., rotated relative to the hydraulically solidified body-embedded reinforcing steel rod 1a so that the rib 4 fits somewhat into the recessed portion 26, and then temporarily fastened.

水硬性固化体埋設型補強用鋼棒継手構造20と、水硬性固化体埋設型補強用鋼棒1bとの軸心の位置合わせや、水硬性固化体埋設型補強用鋼棒継手構造20に仮止めされた水硬性固化体埋設型補強用鋼棒1a、水硬性固化体埋設型補強用鋼棒1b同士のリブの位相合わせ等を行う。また、水硬性固化体埋設型補強用鋼棒継手構造20の他端と水硬性固化体埋設型補強用鋼棒1bの端面とを隣接させ、水硬性固化体埋設型補強用鋼棒継手構造20の水硬性固化体埋設型補強用鋼棒1aに対する仮止め状態を解除する。即ち、水硬性固化体埋設型補強用鋼棒継手構造20を水硬性固化体埋設型補強用鋼棒1aに対して反時計回りに回転させ軸方向に相対変位し得る状態にする。 The hydraulically solidified body-embedded reinforcing steel rod joint structure 20 is aligned with the hydraulically solidified body-embedded reinforcing steel rod 1b, and the phases of the ribs of the hydraulically solidified body-embedded reinforcing steel rod 1a and the hydraulically solidified body-embedded reinforcing steel rod 1b temporarily fastened to the hydraulically solidified body-embedded reinforcing steel rod joint structure 20 are aligned. The other end of the hydraulically solidified body-embedded reinforcing steel rod joint structure 20 is then brought adjacent to the end face of the hydraulically solidified body-embedded reinforcing steel rod 1b, and the hydraulically solidified body-embedded reinforcing steel rod joint structure 20 is released from its temporary fastening to the hydraulically solidified body-embedded reinforcing steel rod 1a. In other words, the hydraulically solidified body-embedded reinforcing steel rod joint structure 20 is rotated counterclockwise relative to the hydraulically solidified body-embedded reinforcing steel rod 1a, allowing for relative axial displacement.

次に、水硬性固化体埋設型補強用鋼棒継手構造20を、軸方向における他端部側に水硬性固化体埋設型補強用鋼棒1bが挿通するように水硬性固化体埋設型補強用鋼棒1aに対して軸方向に相対変位させる。即ち、水硬性固化体埋設型補強用鋼棒継手構造20の他端部側に水硬性固化体埋設型補強用鋼棒1bが挿入されるように、水硬性固化体埋設型補強用鋼棒継手構造20を水硬性固化体埋設型補強用鋼棒1b側に向けて変位させる。結果、図19(c)に示すように、水硬性固化体埋設型補強用鋼棒1bを、水硬性固化体埋設型補強用鋼棒1aを挿入したのと逆向きに相対変位させて、水硬性固化体埋設型補強用鋼棒継手構造20に対して挿入することができる。 Next, the hydraulically solidified body-embedded reinforcing steel rod joint structure 20 is displaced axially relative to the hydraulically solidified body-embedded reinforcing steel rod 1a so that the hydraulically solidified body-embedded reinforcing steel rod 1b is inserted into the other axial end of the hydraulically solidified body-embedded reinforcing steel rod joint structure 20. That is, the hydraulically solidified body-embedded reinforcing steel rod joint structure 20 is displaced toward the hydraulically solidified body-embedded reinforcing steel rod 1b so that the hydraulically solidified body-embedded reinforcing steel rod 1b is inserted into the hydraulically solidified body-embedded reinforcing steel rod joint structure 20. As a result, as shown in Figure 19(c), the hydraulically solidified body-embedded reinforcing steel rod 1b can be inserted into the hydraulically solidified body-embedded reinforcing steel rod joint structure 20 by displacing it relative to the hydraulically solidified body in the opposite direction to the insertion of the hydraulically solidified body-embedded reinforcing steel rod 1a.

このとき、図19(c)に示すように水硬性固化体埋設型補強用鋼棒継手構造20の外周には、確認孔58を設けているため、確認孔58を通して水硬性固化体埋設型補強用鋼棒1a、1bの端部の位置を把握できる。また確認孔58にくびれ部分58aによって軸方向中央部の位置が把握し得、水硬性固化体埋設型補強用鋼棒継手構造20内における、各水硬性固化体埋設型補強用鋼棒1a、1bの軸方向位置を略正確に把握することが出来る。 At this time, as shown in Figure 19 (c), confirmation holes 58 are provided on the outer periphery of the hydraulically solidified body-embedded reinforcing steel rod joint structure 20, and the positions of the ends of the hydraulically solidified body-embedded reinforcing steel rods 1a, 1b can be determined through the confirmation holes 58. Furthermore, the position of the axial center can be determined by the constricted portions 58a of the confirmation holes 58, making it possible to determine the axial positions of each hydraulically solidified body-embedded reinforcing steel rod 1a, 1b within the hydraulically solidified body-embedded reinforcing steel rod joint structure 20 with a fairly high degree of accuracy.

そして、図19(d)に示すように、水硬性固化体埋設型補強用鋼棒継手構造20を水硬性固化体埋設型補強用鋼棒1a、1bに対して時計回りに回転させることで、水硬性固化体埋設型補強用鋼棒継手構造20を介して水硬性固化体埋設型補強用鋼棒1a、1bを連結することができる。 Then, as shown in Figure 19(d), by rotating the hydraulically solidified body-embedded reinforcing steel rod joint structure 20 clockwise relative to the hydraulically solidified body-embedded reinforcing steel rods 1a, 1b, the hydraulically solidified body-embedded reinforcing steel rods 1a, 1b can be connected via the hydraulically solidified body-embedded reinforcing steel rod joint structure 20.

水硬性固化体埋設型補強用鋼棒継手構造の凹状部が、非対称形状又は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く、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 concave portions of the hydraulically solidified body buried reinforcing steel bar joint structure have been described as being asymmetric or symmetrical. However, it is of course possible to arrange asymmetric and symmetrical concave portions in a row in the axial direction. In this case, the arrangement of the concave portions may be such that asymmetric and symmetrical concave portions alternate, or a hybrid structure may be used in which a symmetrical concave portion is arranged every few asymmetrical concave portions, or in other appropriate combinations.

勿論、凹状部は、非対称形状及び対称形状のような非螺旋形状に限定されるものではなく、螺旋形状であってもよい。また、螺旋形状は、連続的に延在するものであってもよく、仮想的な螺旋経路に沿って断続的に略螺旋形状の凹状部を配したものであってもよい。そして螺旋形状の凹状部にリブを嵌合させて螺旋の方向に沿ってリブを相対的に変位させるようにしてもよい。この場合の螺旋形状は、凹状部の内周面がリブ4の面14a、14dに摺接し得ることで、リブ4の変位の方向を案内する、所謂右螺旋状の螺旋溝に設定される。勿論、凹状部の内周面が面14b、14cに摺接してリブ4の変位の方向を案内する、所謂左螺旋状の螺旋溝に設定しても良いことは言うまでもない。結果、水硬性固化体埋設型補強用鋼棒継手構造は、水硬性固化体埋設型補強用鋼棒に対する相対回転によって軸方向に変位させることができる。
なお、凹状部が螺旋形状の場合において、係合凸部の径方向端部の形状は適宜設定し得、例えば面状、凸曲面状、鋭角状、先鋭状等から設定することができる。また、螺旋形状を成す凹状部は、溝の幅形状を、軸方向の一端から中途部分にかけて徐々に、又は段階的に狭くなるように構成する等、螺旋を成す溝形状を適宜設定し得るものである。
Of course, the recessed portion is not limited to a non-helical shape such as an asymmetrical or symmetrical shape, and may be helical. Furthermore, the helical shape may extend continuously, or may be a series of approximately helical recessed portions intermittently arranged along a virtual helical path. A rib may be fitted into the helical recessed portion to relatively displace the rib along the helical direction. In this case, the helical shape is configured as a so-called right-handed helical groove, in which the inner circumferential surface of the recessed portion can slide against the surfaces 14a and 14d of the rib 4, thereby guiding the direction of displacement of the rib 4. Needless to say, the inner circumferential surface of the recessed portion may also be configured as a so-called left-handed helical groove, in which the inner circumferential surface of the recessed portion slides against the surfaces 14b and 14c, thereby guiding the direction of displacement of the rib 4. As a result, the hydraulically solidified body-embedded steel rod reinforcing joint structure can be displaced axially by relative rotation with respect to the hydraulically solidified body-embedded steel rod.
In addition, when the concave portion has a spiral shape, the shape of the radial end of the engaging protrusion can be set appropriately, and can be set to, for example, a planar shape, a convex curved shape, an acute angle shape, a pointed shape, etc. Furthermore, the spiral groove shape of the concave portion can be set appropriately, for example, by configuring the width shape of the groove to narrow gradually or in steps from one end to the middle in the axial direction.

なお、水硬性固化体埋設型補強用鋼棒継手構造は、非螺旋形状の凹状部と、螺旋形状の凹状部の両方を有してもよい。図20は非螺旋形状の凹状部、螺旋形状の凹状部を有する水硬性固化体埋設型補強用鋼棒継手構造70を示し、(a)は斜視図、(b)は正面図、(c)は(b)のA-A断面図である。水硬性固化体埋設型補強用鋼棒継手構造70は、軸方向の中途部分を境界に、一端側には非螺旋形状の凹状部72aを配し、他端側には螺旋形状の凹状部72bを配する。
勿論、このような凹状部の混成構造にあっては、非螺旋形状の領域と螺旋形状の領域との境界部分は直接繋がった構造の他、適宜の間隔を存した構造としてもよいことは言うまでもない。
The hydraulically solidified body-embedded reinforcing steel rod joint structure may have both a non-helical recessed portion and a helical recessed portion. Figure 20 shows a hydraulically solidified body-embedded reinforcing steel rod joint structure 70 having a non-helical recessed portion and a helical recessed portion, where (a) is a perspective view, (b) is a front view, and (c) is an A-A cross-sectional view of (b). The hydraulically solidified body-embedded reinforcing steel rod joint structure 70 has a non-helical recessed portion 72a at one end and a helical recessed portion 72b at the other end, with the boundary being midway in the axial direction.
Of course, in such a hybrid structure of recesses, the boundary between the non-helical region and the helical region may be directly connected or may have an appropriate gap therebetween.

また、水硬性固化体埋設型補強用鋼棒継手構造70は、両端部に係合孔74を有する。係合孔74は、水硬性固化体埋設型補強用鋼棒継手構造70の挿通孔の端部に位置し、内周面が開口に向けて拡がるテーパ形状を有する。また係合孔74の内周面には、軸方向に沿った平目ローレットが形成される。なお、係合孔74は、水硬性固化体埋設型補強用鋼棒1との間で後述する相対回転防止部材80が介在し得るように、水硬性固化体埋設型補強用鋼棒継手構造70の挿通孔よりも拡径した孔形状に設定される。 The hydraulically solidified body-embedded reinforcing steel rod joint structure 70 also has engagement holes 74 at both ends. The engagement holes 74 are located at the ends of the insertion holes of the hydraulically solidified body-embedded reinforcing steel rod joint structure 70, and have a tapered inner circumferential surface that widens toward the opening. A flat knurling is formed along the axial direction on the inner circumferential surface of the engagement hole 74. The engagement hole 74 is designed to have a larger diameter than the insertion hole of the hydraulically solidified body-embedded reinforcing steel rod joint structure 70, so that a relative rotation prevention member 80 (described later) can be interposed between the engagement hole 74 and the hydraulically solidified body-embedded reinforcing steel rod 1.

尚、ここでの係合孔74は、テーパ形状としているが、必ずしもテーパ形状である必要はなく、ストレート状であっても湾曲状や曲線状を成すものであってもよいが、寸法誤差等の吸収を図る場合には、テーパ形状であることが好ましい。 Note that although the engagement hole 74 here is tapered, it does not necessarily have to be tapered and may be straight, curved, or curved. However, a tapered shape is preferable when attempting to accommodate dimensional errors, etc.

図21は、水硬性固化体埋設型補強用鋼棒継手構造70に係合する相対回転防止部材80を示し、(a)は斜視図、(b)は側面図、(c)は断面図である。相対回転防止部材80は、略リング状を成す本体部82と、フランジ部84とを有する。なお、ここではフランジ部84を設けた構成としているが、これは必ずしも必要なものではない。また、相対回転防部材80は、水硬性固化体埋設型補強用鋼棒1を囲繞する内周面86を有する。 Figure 21 shows a relative rotation prevention member 80 that engages with the hydraulically solidified body-embedded reinforcing steel rod joint structure 70, with (a) being a perspective view, (b) being a side view, and (c) being a cross-sectional view. The relative rotation prevention member 80 has a roughly ring-shaped main body 82 and a flange 84. Note that while the flange 84 is shown here, this is not necessarily required. The relative rotation prevention member 80 also has an inner circumferential surface 86 that surrounds the hydraulically solidified body-embedded reinforcing steel rod 1.

本体部82は、係合孔74に係合し得る外形形状を有する。即ち、本体部82の外周面は、係合孔74の内周面に対応させた、フランジ部84側から徐々に縮径するテーパ形状を有する。また、本体部82の外周面には、軸方向に沿った平目ローレットが形成される。尚、本体部82の外周形状は、テーパ形状に限らず、ストレート形状や湾曲形状、曲線状等に設定することが可能であり、好ましくは係合孔74に対応した形状とする。
また、軸方向に沿った平目ローレットは、必ずしも平目状に限定されるものではなく、係合孔74に設けた回転防止のための手段に対して係合して相対回転を防止することが出来るものであれば適宜設定し得るものである。
The main body 82 has an outer shape that can engage with the engagement hole 74. That is, the outer peripheral surface of the main body 82 has a tapered shape that gradually reduces in diameter from the flange 84 side, corresponding to the inner peripheral surface of the engagement hole 74. In addition, a flat knurling is formed on the outer peripheral surface of the main body 82 along the axial direction. Note that the outer peripheral shape of the main body 82 is not limited to a tapered shape, and can be set to a straight shape, a curved shape, a curved line shape, etc., and is preferably a shape that corresponds to the engagement hole 74.
Furthermore, the flat knurling along the axial direction is not necessarily limited to a flat shape, and can be set as appropriate as long as it can engage with the anti-rotation means provided in the engagement hole 74 to prevent relative rotation.

フランジ部84は、本体部82よりも外径が大きく設定され、軸方向における端面には周方向に沿って複数の凹凸84aが形成される。この凹凸84aは、好ましくは鋸歯形状を成し、凹凸84aが延びる方向、即ち稜線が延びる方向が相対回転防止部材80の半径方向に沿うように設定されることが好ましい。結果、フランジ部84の端面の凹凸84aは、軸心から放射状に延びる。 The flange portion 84 has a larger outer diameter than the main body portion 82, and multiple irregularities 84a are formed circumferentially on its axial end face. These irregularities 84a preferably have a sawtooth shape, and are preferably set so that the direction in which the irregularities 84a extend, i.e., the direction in which the ridges extend, is aligned with the radial direction of the relative rotation prevention member 80. As a result, the irregularities 84a on the end face of the flange portion 84 extend radially from the axis.

内周面86は、水硬性固化体埋設型補強用鋼棒1の縮径面2に非接触でリブ4に干渉し得る一対の干渉面86aと、リブ4に対して間隔を空けて対向する一対の非接触面86bとにより構成される。即ち、内周面86の干渉面86aと非接触面86bとは、周方向に沿って交互に配される。即ち、内周面86に画定される孔は、軸方向視の形状が水硬性固化体埋設型補強用鋼棒1の軸方向の外形に略相当させた非円形状の水硬性固化体埋設型補強用鋼棒挿通孔として機能し得る。 The inner circumferential surface 86 is composed of a pair of interference surfaces 86a that can interfere with the rib 4 without contacting the reduced diameter surface 2 of the hydraulically solidified body-embedded reinforcing steel rod 1, and a pair of non-contact surfaces 86b that face the rib 4 at a distance. That is, the interference surfaces 86a and non-contact surfaces 86b of the inner circumferential surface 86 are arranged alternately along the circumferential direction. That is, the hole defined in the inner circumferential surface 86 can function as a non-circular hydraulically solidified body-embedded reinforcing steel rod insertion hole whose shape in the axial direction roughly corresponds to the axial outer shape of the hydraulically solidified body-embedded reinforcing steel rod 1.

相対回転防止部材80は、水硬性固化体埋設型補強用鋼棒継手構造70と水硬性固化体埋設型補強用鋼棒1との間に介在したとき、水硬性固化体埋設型補強用鋼棒継手構造70が水硬性固化体埋設型補強用鋼棒1に対して相対回転するのを規制し得る。具体的には、予め相対回転防止部材80を水硬性固化体埋設型補強用鋼棒1の外周面を囲繞させた状態で配する。このとき水硬性固化体埋設型補強用鋼棒挿通孔には、水硬性固化体埋設型補強用鋼棒1が相対回転不可の状態で嵌る。 When interposed between the hydraulically solidified body-embedded reinforcing steel rod joint structure 70 and the hydraulically solidified body-embedded reinforcing steel rod 1, the relative rotation prevention member 80 can restrict the hydraulically solidified body-embedded reinforcing steel rod joint structure 70 from rotating relative to the hydraulically solidified body-embedded reinforcing steel rod 1. Specifically, the relative rotation prevention member 80 is placed in advance so that it surrounds the outer periphery of the hydraulically solidified body-embedded reinforcing steel rod 1. At this time, the hydraulically solidified body-embedded reinforcing steel rod 1 fits into the hydraulically solidified body-embedded reinforcing steel rod insertion hole in a state that prevents relative rotation.

次に、水硬性固化体埋設型補強用鋼棒継手構造70の両端側からそれぞれに水硬性固化体埋設型補強用鋼棒1を挿通させると共に、凹状部72a、72bにリブ4を嵌合させる。相対回転防止部材80は、軸方向に沿って水硬性固化体埋設型補強用鋼棒継手構造70側にスライドすることで、係合孔74に内挿される。そして本体部82の平目ローレットと、水硬性固化体埋設型補強用鋼棒継手構造70の係合孔74の平目ローレットとが周方向に係合する。即ち、互いの平目ローレットの凹凸同士を合わせて周方向に係合する。 Next, a hydraulically solidified body-embedded reinforcing steel rod 1 is inserted into both ends of the hydraulically solidified body-embedded reinforcing steel rod joint structure 70, and the ribs 4 are fitted into the recessed portions 72a and 72b. The relative rotation prevention member 80 is inserted into the engagement hole 74 by sliding axially toward the hydraulically solidified body-embedded reinforcing steel rod joint structure 70. The flat knurling on the main body 82 then engages circumferentially with the flat knurling in the engagement hole 74 of the hydraulically solidified body-embedded reinforcing steel rod joint structure 70. In other words, the concave and convex portions of the flat knurling align with each other and engage circumferentially.

これにより、相対回転防止部材80は、水硬性固化体埋設型補強用鋼棒1と水硬性固化体埋設型補強用鋼棒継手構造70の各々に対して周方向に係合する。即ち、本体部82の外周の平目ローレットが、係合孔74の平目ローレットに周方向に係合する。一方で内周面86の干渉面86aが、水硬性固化体埋設型補強用鋼棒1の縮径面2に対向する位置から周方向に変位するときに、リブ4に干渉するため、結果、内周面86が水硬性固化体埋設型補強用鋼棒1に対して周方向に係合する。 As a result, the relative rotation prevention member 80 circumferentially engages with both the hydraulically solidified body-embedded reinforcing steel rod 1 and the hydraulically solidified body-embedded reinforcing steel rod joint structure 70. That is, the flat knurling on the outer periphery of the main body 82 circumferentially engages with the flat knurling in the engagement hole 74. Meanwhile, when the interference surface 86a of the inner circumferential surface 86 is displaced circumferentially from the position facing the reduced diameter surface 2 of the hydraulically solidified body-embedded reinforcing steel rod 1, it interferes with the rib 4, resulting in the inner circumferential surface 86 engaging circumferentially with the hydraulically solidified body-embedded reinforcing steel rod 1.

次に、図22は、相対変位防止部材90を示し、(a)は斜視図、(b)は側面図、(c)は断面図である。相対変位防止部材90は、外形が略六角形状を成し、水硬性固化体埋設型補強用鋼棒1を囲繞し得る孔90aが貫通した中空部材で、内周面に連続した螺旋溝部92を有する。また、相対変位防止部材90は、フランジ状の一端部を有し、軸方向における一端面には周方向に沿って複数の凹凸部94が形成される。凹凸部94は、上記のフランジ部84の凹凸84aに係合し得る適宜の形状で起伏して構成されるが、ここでは鋸刃形状を成し且つ軸心から放射状に延びるように設定される。 Next, Figure 22 shows a relative displacement prevention member 90, with (a) being a perspective view, (b) being a side view, and (c) being a cross-sectional view. The relative displacement prevention member 90 is a hollow member with a roughly hexagonal outer shape and a hole 90a that can surround the hydraulically solidified body-buried reinforcing steel rod 1, and has a continuous spiral groove 92 on its inner circumferential surface. The relative displacement prevention member 90 also has a flange-shaped end, and multiple uneven portions 94 are formed along the circumferential direction on one end face in the axial direction. The uneven portion 94 is configured to be undulating in an appropriate shape that can engage with the uneven portions 84a of the flange portion 84, but in this case it is configured to be saw-tooth shaped and extend radially from the axis.

従って、相対回転防止部材80と相対変位防止部材90とが当接する箇所では、凹凸84aと凹凸部94とが、両部材80、90の相対回転を防止する相対回転防止機構として機能する。 Therefore, where the relative rotation prevention member 80 and the relative displacement prevention member 90 come into contact, the unevenness 84a and unevenness portion 94 function as a relative rotation prevention mechanism that prevents relative rotation between the two members 80, 90.

螺旋溝部92は、水硬性固化体埋設型補強用鋼棒1のリブ4を嵌合させ得るように螺旋の向き等が設定される。勿論、螺旋の向きは適宜設定し得るが、ここでは螺旋溝部92の螺旋の向きを凹状部72bの螺旋と逆向きの左螺旋状に設定する。螺旋溝部92にリブ4を嵌合させることでリブ4に係合して軸方向変位を規制するが、相対変位防止部材90自体を回転させたときは、水硬性固化体埋設型補強用鋼棒1に対して軸方向に変位可能である。 The spiral direction of the spiral groove portion 92 is set so that it can fit over the rib 4 of the reinforcing steel rod 1 for embedding in a hydraulically solidified body. Of course, the spiral direction can be set as appropriate, but here the spiral direction of the spiral groove portion 92 is set to a left-handed spiral, opposite the spiral of the recessed portion 72b. By fitting the rib 4 into the spiral groove portion 92, it engages with the rib 4 and restricts axial displacement, but when the relative displacement prevention member 90 itself is rotated, it can be displaced axially relative to the reinforcing steel rod 1 for embedding in a hydraulically solidified body.

上述した相対回転防止部材80、相対変位防止部材90を組み合わせた剛結構造による水硬性固化体埋設型補強用鋼棒継手構造70と水硬性固化体埋設型補強用鋼棒1との連結について説明する。なお、水硬性固化体埋設型補強用鋼棒継手構造70には、二本の水硬性固化体埋設型補強用鋼棒1a、1bが挿通し、一方の水硬性固化体埋設型補強用鋼棒1aのリブ4が凹状部72aに嵌合し、他方の水硬性固化体埋設型補強用鋼棒1bのリブ4が右螺旋の凹状部72bに嵌合する。 The following describes the connection between the hydraulically solidified body-embedded reinforcing steel rod joint structure 70 and the hydraulically solidified body-embedded reinforcing steel rod 1 using a rigid connection structure that combines the above-mentioned relative rotation prevention member 80 and relative displacement prevention member 90. Two hydraulically solidified body-embedded reinforcing steel rods 1a and 1b are inserted into the hydraulically solidified body-embedded reinforcing steel rod joint structure 70, with the rib 4 of one hydraulically solidified body-embedded reinforcing steel rod 1a fitting into the recessed portion 72a, and the rib 4 of the other hydraulically solidified body-embedded reinforcing steel rod 1b fitting into the right-handed spiral recessed portion 72b.

この場合、先ず、他方の水硬性固化体埋設型補強用鋼棒1bの接続から行う。具体的には、水硬性固化体埋設型補強用鋼棒1bを水硬性固化体埋設型補強用鋼棒継手構造70の他端(図23における上端)の開口に位置させて凹状部72bをリブ4に嵌合し得るように位置合わせを行う。次に、図23(a)に示すように、水硬性固化体埋設型補強用鋼棒継手構造70を水硬性固化体埋設型補強用鋼棒1bに対し右方向に相対回転させたとき、水硬性固化体埋設型補強用鋼棒1bが水硬性固化体埋設型補強用鋼棒継手構造70内部に向けて相対変位する。即ち、水硬性固化体埋設型補強用鋼棒継手構造70の回転により、凹状部72bに嵌合しているリブ4が螺旋の方向に案内され、結果、水硬性固化体埋設型補強用鋼棒1bが螺旋に沿う向きに相対変位し、凹状部72bに沿った最奥部に移動する。 In this case, the other hydraulically solidified body-embedded reinforcing steel rod 1b is connected first. Specifically, the hydraulically solidified body-embedded reinforcing steel rod 1b is positioned in the opening at the other end (the upper end in Figure 23) of the hydraulically solidified body-embedded reinforcing steel rod joint structure 70, and the recessed portion 72b is aligned so that it can fit into the rib 4. Next, as shown in Figure 23(a), when the hydraulically solidified body-embedded reinforcing steel rod joint structure 70 is rotated clockwise relative to the hydraulically solidified body-embedded reinforcing steel rod 1b, the hydraulically solidified body-embedded reinforcing steel rod 1b is displaced relative to the hydraulically solidified body-embedded reinforcing steel rod joint structure 70. That is, as the hydraulically solidified body embedded reinforcing steel rod joint structure 70 rotates, the rib 4 fitted into the recessed portion 72b is guided in the direction of the spiral, resulting in relative displacement of the hydraulically solidified body embedded reinforcing steel rod 1b in the direction along the spiral, moving to the innermost position along the recessed portion 72b.

次に一方の水硬性固化体埋設型補強用鋼棒1aの接続を行う。具体的には、図23(b)に示すように水硬性固化体埋設型補強用鋼棒継手構造70の軸方向における一端部側から挿通孔に水硬性固化体埋設型補強用鋼棒1aを挿し、確認孔58によって水硬性固化体埋設型補強用鋼棒1aの深さ位置を確認しながら挿入する。このとき水硬性固化体埋設型補強用鋼棒1aの縮径面2を水硬性固化体埋設型補強用鋼棒継手構造70の凹状部72aに対向した位置に合わせる。そして、図23(c)に示すように、水硬性固化体埋設型補強用鋼棒継手構造70を、水硬性固化体埋設型補強用鋼棒1aに対して反時計回りに所定角度、ここでは約90°だけ相対回転することによって凹状部72a内にリブ4が進入、嵌合して水硬性固化体埋設型補強用鋼棒継手構造70と水硬性固化体埋設型補強用鋼棒1aとが軸方向に係合する。 Next, one of the hydraulically solidified body-embedded reinforcing steel rods 1a is connected. Specifically, as shown in Figure 23(b), the hydraulically solidified body-embedded reinforcing steel rod 1a is inserted into the insertion hole from one axial end of the hydraulically solidified body-embedded reinforcing steel rod joint structure 70, while checking the depth position of the hydraulically solidified body-embedded reinforcing steel rod 1a using the confirmation hole 58. At this time, the reduced diameter surface 2 of the hydraulically solidified body-embedded reinforcing steel rod 1a is aligned with the recessed portion 72a of the hydraulically solidified body-embedded reinforcing steel rod joint structure 70. Then, as shown in Figure 23(c), by rotating the hydraulically solidified body-embedded reinforcing steel rod joint structure 70 counterclockwise relative to the hydraulically solidified body-embedded reinforcing steel rod 1a by a predetermined angle, in this case approximately 90°, the rib 4 enters and fits into the recessed portion 72a, and the hydraulically solidified body-embedded reinforcing steel rod joint structure 70 and the hydraulically solidified body-embedded reinforcing steel rod 1a are axially engaged.

次に相対回転防止部材80の設置を行う。具体的には、図24(a)に示すように、予め水硬性固化体埋設型補強用鋼棒1a(1b)に挿設された相対回転防止部材80を、水硬性固化体埋設型補強用鋼棒1a(1b)を囲繞した状態のまま水硬性固化体埋設型補強用鋼棒継手構造70側にスライドさせて係合孔74に内挿させる。
また、相対回転防止部材80に先んじて予め水硬性固化体埋設型補強用鋼棒1a(1b)に左方向に螺設された相対変位防止部材90を、相対回転防止部材80側に進行する向き、即ち水硬性固化体埋設型補強用鋼棒1a(1b)に対して左方向に相対回転させる。これによってフランジ部84端面の凹凸84aと凹凸部94とが近接、当接して互いの凹凸同士が係合する。
Next, the relative rotation prevention member 80 is installed. Specifically, as shown in Figure 24(a), the relative rotation prevention member 80, which has been inserted in advance into the hydraulically solidified body-embedded reinforcing steel rod 1a (1b), is slid toward the hydraulically solidified body-embedded reinforcing steel rod joint structure 70 while still surrounding the hydraulically solidified body-embedded reinforcing steel rod 1a (1b), and inserted into the engagement hole 74.
Furthermore, the relative displacement prevention member 90, which has been screwed leftward onto the hydraulically solidified body-embedded reinforcing steel rod 1a (1b) prior to the relative rotation prevention member 80, is rotated in a direction that advances toward the relative rotation prevention member 80, i.e., leftward relative to the hydraulically solidified body-embedded reinforcing steel rod 1a (1b). As a result, the irregularities 84a on the end surface of the flange portion 84 and the irregularities 94 come close to each other and come into contact with each other, so that the irregularities engage with each other.

このように相対回転防止部材80、相対変位防止部材90を組み合わせることによって、より強固に水硬性固化体埋設型補強用鋼棒1と水硬性固化体埋設型補強用鋼棒継手構造70とを接続することができる。即ち、相対回転防止部材80は、内周が水硬性固化体埋設型補強用鋼棒1に対して周方向に係合し、外周が水硬性固化体埋設型補強用鋼棒継手構造70に対して周方向に係合するので、水硬性固化体埋設型補強用鋼棒継手構造70及び水硬性固化体埋設型補強用鋼棒1の内、一方が他方に対して相対的に回転するときに、相対回転防止部材80によって回転を規制する。従ってリブ4が凹状部72a、72bに嵌合した状態を強固に維持することができる。また、相対変位防止部材90を相対回転防止部材80よりも軸方向の外側に配したので、相対回転防止部材80が係合孔74から軸方向に脱抜することを確実に防止することができる。 By combining the relative rotation prevention member 80 and the relative displacement prevention member 90 in this manner, the hydraulically solidified body-embedded reinforcing steel rod 1 and the hydraulically solidified body-embedded reinforcing steel rod joint structure 70 can be more firmly connected. That is, the inner periphery of the relative rotation prevention member 80 circumferentially engages with the hydraulically solidified body-embedded reinforcing steel rod 1, and the outer periphery circumferentially engages with the hydraulically solidified body-embedded reinforcing steel rod joint structure 70. Therefore, when one of the hydraulically solidified body-embedded reinforcing steel rod joint structure 70 and the hydraulically solidified body-embedded reinforcing steel rod 1 rotates relative to the other, the rotation is restricted by the relative rotation prevention member 80. This allows the rib 4 to be firmly maintained engaged with the recessed portions 72a, 72b. Furthermore, because the relative displacement prevention member 90 is positioned axially outboard of the relative rotation prevention member 80, it is possible to reliably prevent the relative rotation prevention member 80 from coming out of the engagement hole 74 in the axial direction.

また、相対変位防止部材90は、水硬性固化体埋設型補強用鋼棒1に対して周方向に容易に変位し得るが、フランジ部84と凹凸部94とが周方向に係合することで、相対変位防止部材90が水硬性固化体埋設型補強用鋼棒継手構造70から離間し得る向きに回転するのを防止し、相対回転防止部材80と相対変位防止部材90とが強固に固定される。従って、水硬性固化体埋設型補強用鋼棒1に、水硬性固化体埋設型補強用鋼棒継手構造70、相対回転防止部材80、相対変位防止部材90が略一体化して非常に強固に接続させることが可能となり、従来必須とされた流動性の硬化性充填材等の注入を不要とすることが可能である。 In addition, while the relative displacement prevention member 90 can easily displace circumferentially relative to the hydraulically solidified body-embedded reinforcing steel rod 1, the circumferential engagement between the flange portion 84 and the uneven portion 94 prevents the relative displacement prevention member 90 from rotating in a direction that could separate it from the hydraulically solidified body-embedded reinforcing steel rod joint structure 70, firmly fixing the relative rotation prevention member 80 and the relative displacement prevention member 90 together. Therefore, the hydraulically solidified body-embedded reinforcing steel rod joint structure 70, the relative rotation prevention member 80, and the relative displacement prevention member 90 can be substantially integrated and very firmly connected to the hydraulically solidified body-embedded reinforcing steel rod 1, eliminating the need for the injection of fluid hardening fillers, etc., which was previously required.

なお、上述した確認孔は、少なくとも水硬性固化体埋設型補強用鋼棒継手構造内部の水硬性固化体埋設型補強用鋼棒を視認可能であれば、例えば透明なフィルムや、透明な樹脂材等の光透過性を有する部材によって閉塞されていてもよい。 The above-mentioned confirmation hole may be blocked with a light-transmitting material such as a transparent film or a transparent resin material, as long as it allows at least the hydraulically solidified body-buried reinforcing steel rod inside the hydraulically solidified body-buried reinforcing steel rod joint structure to be seen.

なお、相対回転防止部材80は、本体部を筒形状としたが、径方向に弾性変形し得る形状としてもよい。例えば図25に示すように、本体部82に軸方向に沿って延びるスリット部87を形成してもよい。スリット部87は、周方向に沿って所定間隔毎に形成したり、図25(b)に示すように、非接触面86bの一部を軸方向に沿って切り欠くように形成したりしてもよい。またスリット部87は、図25(c)に示すように本体部82を周方向に広く形成してもよい等、大きさや数は適宜設定し得るものである。
このようなスリット部87を形成することで、本体部82は内側に撓むように弾性変形及び又は塑性変形し得、より強固に水硬性固化体埋設型補強用鋼棒1に密着させることができる。即ち、本体部82がスリット部87により、外周面が周方向に断続的に分かれることで、各々が弾性変形及び/又は塑性変形し易くなる。また本体部82が径方向内向きに弾性変形及び/又は塑性変形した場合、本体部82の内周面が水硬性固化体埋設型補強用鋼棒1の外周面に密接して径方向内向きに押圧する。結果、相対回転防止部材80を水硬性固化体埋設型補強用鋼棒1に対してより強固に固定させることができる。また、本体部82の外周面は、係合孔74の内周面に対応させたテーパ形状としたが、係合孔74のテーパ形状と異なるテーパ形状等とすることで、係合孔74の内周面から径方向内向きに押圧されるように形状を設定してもよい。具体的には、係合孔74のテーパ角よりも僅かに緩やかなテーパ角で且つ本体部82の軸方向先端の外径が、係合孔74の最奥部の内径を超えるような形状とすれば、本体部82が係合孔74内への進入に伴って徐々に係合孔74の内周面から押圧されるため、確実に径方向内向きに弾性変形して水硬性固化体埋設型補強用鋼棒1に強固に密着させることができる。
Although the main body of the relative rotation prevention member 80 is cylindrical, it may be shaped so as to be elastically deformable in the radial direction. For example, as shown in FIG. 25 , slits 87 extending along the axial direction may be formed in the main body 82. The slits 87 may be formed at predetermined intervals along the circumferential direction, or as shown in FIG. 25( b), the slits 87 may be formed by cutting out a portion of the non-contact surface 86 b along the axial direction. Furthermore, the slits 87 may be formed so as to extend widely in the circumferential direction of the main body 82 as shown in FIG. 25( c), and the size and number of the slits may be set as appropriate.
By forming such slits 87, the main body 82 can elastically and/or plastically deform so as to bend inward, thereby more firmly adhering to the steel rod 1 for embedded in a hydraulically solidified body. That is, the slits 87 cause the outer circumferential surface of the main body 82 to be intermittently separated in the circumferential direction, making each portion more susceptible to elastic and/or plastic deformation. Furthermore, when the main body 82 elastically and/or plastically deforms radially inward, the inner circumferential surface of the main body 82 closely contacts the outer circumferential surface of the steel rod 1 for embedded in a hydraulically solidified body and presses it radially inward. As a result, the relative rotation prevention member 80 can be more firmly fixed to the steel rod 1 for embedded in a hydraulically solidified body. Furthermore, although the outer circumferential surface of the main body 82 has a tapered shape corresponding to the inner circumferential surface of the engagement hole 74, it may also have a different tapered shape from the engagement hole 74 so that it is pressed radially inward by the inner circumferential surface of the engagement hole 74. Specifically, if the taper angle is slightly gentler than that of the engagement hole 74 and the outer diameter of the axial tip of the main body portion 82 is designed to exceed the inner diameter of the innermost part of the engagement hole 74, the main body portion 82 will gradually be pressed against the inner surface of the engagement hole 74 as it enters the engagement hole 74, and will reliably elastically deform radially inward to firmly adhere to the hydraulically solidified body-buried reinforcing steel rod 1.

また、水硬性固化体埋設型補強用鋼棒継手構造は、軸方向における一端部と両端部とで異なる径の水硬性固化体埋設型補強用鋼棒を挿通し得る構成を有していても良い。即ち、水硬性固化体埋設型補強用鋼棒継手構造が直径の異なる水硬性固化体埋設型補強用鋼棒同士を連結させるためのものであってもよく、その場合は軸方向の一端部側から中途部分に至る第一範囲の断面積や径と、軸方向の他端部側から中途部分に至る第二範囲の断面積や径とが異なるように構成してもよい。 Furthermore, the joint structure of a steel rod for reinforcing a hydraulically solidified body embedded in a reinforcement may be configured to allow the insertion of a steel rod for reinforcing a hydraulically solidified body embedded in a reinforcement with different diameters at one end and both ends in the axial direction. In other words, the joint structure of a steel rod for reinforcing a hydraulically solidified body embedded in a reinforcement may be configured to connect steel rods for reinforcing a hydraulically solidified body embedded in a reinforcement with different diameters, in which case the cross-sectional area and diameter of a first range extending from one end to the middle of the axial direction may be configured to be different from the cross-sectional area and diameter of a second range extending from the other end to the middle of the axial direction.

また、水硬性固化体埋設型補強用鋼棒継手構造は、一部材で構成されるものに限定されるものではなく、複数部材によって構成してもよい。例えば、図26に示すように軸方向に分割された二つの筒状部材110、120によって水硬性固化体埋設型補強用鋼棒継手構造130を構成してもよい。
筒状部材110は、軸方向における一端部に水硬性固化体埋設型補強用鋼棒1が挿通し得る開口を有し、他端部の外周面には螺旋溝により成る連結部112が配される。また図26(b)に示すように、筒状部材110の内周面には、軸心を挟んで相対する位置に配された大径面22、大径面22に対して周方向に隣接する係合凸部24及び凹状部26が配される。
Furthermore, the hydraulically solidified body-embedded reinforcing steel rod joint structure is not limited to one made up of a single member, but may be made up of multiple members. For example, as shown in Figure 26, a hydraulically solidified body-embedded reinforcing steel rod joint structure 130 may be made up of two axially separated cylindrical members 110, 120.
The cylindrical member 110 has an opening at one axial end through which the hydraulically solidified body buried reinforcing steel rod 1 can be inserted, and a connecting portion 112 consisting of a spiral groove is arranged on the outer circumferential surface of the other end. Also, as shown in Figure 26(b), the inner circumferential surface of the cylindrical member 110 is arranged with large diameter surfaces 22 arranged at positions facing each other across the axis, and an engaging protrusion 24 and a recess 26 adjacent to the large diameter surface 22 in the circumferential direction.

筒状部材120は、軸方向における一端部に水硬性固化体埋設型補強用鋼棒1が挿通し得る開口を有し、他端部に囲繞部122を有する。囲繞部122は、内周面によって連結部112を囲繞し得るように大径形状を成し、且つ連結部112の螺旋溝に嵌る螺旋状に延在する螺旋凸部が内周面に設けられている。
また筒状部材110の内周面には、軸心を挟んで相対する位置に配された大径面22、大径面22に対して周方向に隣接する係合凸部24及び凹状部26が配される。
The cylindrical member 120 has an opening at one end in the axial direction through which the hydraulically solidified body buried reinforcing steel rod 1 can be inserted, and has an enclosing portion 122 at the other end. The enclosing portion 122 has a large diameter so that its inner circumferential surface can enclose the connecting portion 112, and a spiral convex portion that extends spirally and fits into the spiral groove of the connecting portion 112 is provided on its inner circumferential surface.
The inner peripheral surface of the cylindrical member 110 is also provided with a large diameter surface 22 arranged at positions facing each other across the axis, and an engaging protrusion 24 and a recess 26 adjacent to the large diameter surface 22 in the circumferential direction.

筒状部材110、120は、連結部112を囲繞部122にねじ込み接続されることで水硬性固化体埋設型補強用鋼棒継手構造130を構成するものである(図27参照)。勿論、筒状部材110、120を連結する構造は、これに限定されるものではなく、これら筒状部材110、120が相対回転可能且つ軸方向の相対変位を規制するように連結されていればよく、例えば、第三の部材等を用いて連結する構成としてもよいことは言うまでもない。 The tubular members 110, 120 are connected by threading the connecting portion 112 into the surrounding portion 122 to form a hydraulically solidified body buried reinforcing steel rod joint structure 130 (see Figure 27). Of course, the structure connecting the tubular members 110, 120 is not limited to this, and it is sufficient that the tubular members 110, 120 are connected so that they can rotate relative to each other and that relative axial displacement is restricted. It goes without saying that they can also be connected using a third member, for example.

このような水硬性固化体埋設型補強用鋼棒継手構造130を構成すれば、軸方向における両端それぞれに水硬性固化体埋設型補強用鋼棒1、1を挿通する際に、水硬性固化体埋設型補強用鋼棒1、1同士の位相ズレによる接続の不備を吸収することができる。即ち、水硬性固化体埋設型補強用鋼棒1、1同士でリブ4の位置が異なる場合、一方の水硬性固化体埋設型補強用鋼棒1のリブ4に凹状部26を嵌合させても、他方の水硬性固化体埋設型補強用鋼棒1のリブ4を凹状部26に嵌合しない虞があるが、これを吸収して防止することができる。具体的には、筒状部材110、120のいずれか一方を少なくとも小角(90°未満)回動させれば、確実に筒状部材11、120が共に、挿入される水硬性固化体埋設型補強用鋼棒1のリブ4を凹状部26に嵌合させることができる。 By constructing this type of hydraulically solidified body-embedded reinforcing steel rod joint structure 130, it is possible to absorb connection imperfections caused by phase misalignment between the hydraulically solidified body-embedded reinforcing steel rods 1, 1 when inserting the hydraulically solidified body-embedded reinforcing steel rods 1, 1 into both ends in the axial direction. In other words, if the positions of the ribs 4 differ between the hydraulically solidified body-embedded reinforcing steel rods 1, 1, even if the rib 4 of one hydraulically solidified body-embedded reinforcing steel rod 1 is fitted into the recessed portion 26, there is a risk that the rib 4 of the other hydraulically solidified body-embedded reinforcing steel rod 1 will not fit into the recessed portion 26. This can be absorbed and prevented. Specifically, by rotating either one of the cylindrical members 110, 120 through at least a small angle (less than 90°), both cylindrical members 11, 120 can reliably fit the rib 4 of the inserted hydraulically solidified body buried reinforcing steel rod 1 into the recessed portion 26.

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…水硬性固化体埋設型補強用鋼棒継手構造 22…大径面 24…係合凸部 26…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…スリット 58…確認孔 60…部分体 74…係合孔 80…相対回転防止部材 82…本体部 84…フランジ部 90…相対変位防止部材 92…螺旋溝部 94…凹凸部。 1... Steel rod for reinforcing a type of hydraulically solidified body to be buried 2... Reduced diameter surface 4... Rib 4a... End surface 6... Concave diameter surface 10... Tip portion 12... Ridge line 14a-14d... Surface 20... Joint structure of steel rod for reinforcing a type of hydraulically solidified body to be buried 22... Large diameter surface 24... Engaging convex portion 26... Concave portion 28, 32... Open end 29... Stopper 40... Rotation prevention member 42... Spacer portion 44... Hole 52... Slit 58... Confirmation hole 60... Partial body 74... Engaging hole 80... Relative rotation prevention member 82... Main body portion 84... Flange portion 90... Relative displacement prevention member 92... Spiral groove portion 94... Concave and concave portion.

Claims (25)

水硬性固化体埋設型補強用鋼棒を軸方向に沿って挿通可能な挿通孔を有し、内周を該水硬性固化体埋設型補強用鋼棒のリブに係合させて該水硬性固化体埋設型補強用鋼棒を接続する水硬性固化体埋設型補強用鋼棒継手構造であって、
上記内周には、上記軸方向に列設され、上記リブに係合し得る係合凸部と、
軸方向に向って上記係合凸部に交番し、上記リブを嵌合可能に凹設される少なくとも一種類以上の非螺旋形状を成す凹状部と、
上記係合凸部及び上記凹状部に周方向に隣接し、上記リブと非係合の大径面と、を有し、
上記凹状部は、上記非螺旋形状が径方向視で軸方向を対称軸として対称形状及び非対称形状を成して、該軸方向に列設され、該対称形状と該非対称形状が配列された混成構造であって、
上記凹状部に上記リブを嵌合させ、上記水硬性固化体埋設型補強用鋼棒の軸方向の変位を規制することを特徴とする水硬性固化体埋設型補強用鋼棒継手構造。
A joint structure for a steel rod for reinforcing a hydraulically solidified body embedded in a reinforcement has an insertion hole through which a steel rod for reinforcing a hydraulically solidified body embedded in a reinforcement direction can be inserted in an axial direction, and an inner periphery of the insertion hole is engaged with a rib of the steel rod for reinforcing a hydraulically solidified body to connect the steel rod for reinforcing a hydraulically solidified body embedded in a reinforcement direction,
engaging projections arranged in a row in the axial direction on the inner periphery and capable of engaging with the ribs;
at least one or more types of non-helical recessed portions alternate with the engaging protrusions in the axial direction and are recessed so that the ribs can be fitted therein;
a large diameter surface that is circumferentially adjacent to the engaging protrusion and the recess, and that does not engage with the rib;
The concave portion has a hybrid structure in which the non-helical shape has a symmetric shape and an asymmetric shape with the axial direction as an axis of symmetry when viewed in the radial direction, and is arranged in a row in the axial direction, and the symmetric shapes and the asymmetric shapes are arranged,
A joint structure for a steel rod for reinforcing a hydraulically solidified body to be buried, characterized in that the rib is fitted into the recessed portion to restrict axial displacement of the steel rod for reinforcing a hydraulically solidified body to be buried.
水硬性固化体埋設型補強用鋼棒を軸方向に沿って挿通可能な挿通孔を有し、内周を該水硬性固化体埋設型補強用鋼棒のリブに係合させて該水硬性固化体埋設型補強用鋼棒を接続する水硬性固化体埋設型補強用鋼棒継手構造であって、
上記内周には、上記軸方向に列設され、上記リブに係合し得る係合凸部と、
軸方向に向って上記係合凸部に交番し、上記リブを嵌合可能に凹設される少なくとも一種類以上の凹状部と、
上記係合凸部及び上記凹状部に周方向に隣接し、上記リブと非係合の大径面と、を有し、
上記挿通孔が軸方向視で、略長円形状又は略楕円形状の孔形状を成し、
上記凹状部に上記リブを嵌合させ、上記水硬性固化体埋設型補強用鋼棒の軸方向の変位を規制することを特徴とする水硬性固化体埋設型補強用鋼棒継手構造。
A joint structure for a steel rod for reinforcing a hydraulically solidified body embedded in a reinforcement has an insertion hole through which a steel rod for reinforcing a hydraulically solidified body embedded in a reinforcement direction can be inserted in an axial direction, and an inner periphery of the insertion hole is engaged with a rib of the steel rod for reinforcing a hydraulically solidified body to connect the steel rod for reinforcing a hydraulically solidified body embedded in a reinforcement direction,
engaging projections arranged in a row in the axial direction on the inner periphery and capable of engaging with the ribs;
at least one type of recessed portion alternately arranged with the engaging protrusions in the axial direction and recessed so that the rib can be fitted therein;
a large diameter surface that is circumferentially adjacent to the engaging protrusion and the recess, and that does not engage with the rib;
The insertion hole has a substantially oval or elliptical hole shape when viewed in the axial direction,
A joint structure for a steel rod for reinforcing a hydraulically solidified body to be buried, characterized in that the rib is fitted into the recessed portion to restrict axial displacement of the steel rod for reinforcing a hydraulically solidified body to be buried.
前記対称形状は、周方向の両端が閉塞端であり、
前記水硬性固化体埋設型補強用鋼棒継手構造の本体は、内部空間を拡張可能とする拡張部を有し、
上記拡張部は、前記リブを前記内周に受容している状態と、前記挿通孔を拡張させて前記内周に前記リブを受容する過程状態との間で遷移可能と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継手構造。
The symmetrical shape has closed ends at both ends in the circumferential direction,
The main body of the hydraulically solidified body buried type reinforcing steel rod joint structure has an expansion part that allows the internal space to be expanded,
The hydraulically solidified body-buried reinforcing steel rod joint structure according to claim 1, characterized in that the expansion portion is capable of transitioning between a state in which the rib is received on the inner circumference and a state in which the insertion hole is expanded to receive the rib on the inner circumference .
前記拡張部は、弾性変形機構及び/又は径方向の分離機構を有することを特徴とする請求項3記載の水硬性固化体埋設型補強用鋼棒継手構造。 4. The hydraulically solidified body buried reinforcing steel bar joint structure according to claim 3, wherein the expansion portion has an elastic deformation mechanism and/or a radial separation mechanism. 前記非対称形状の前記凹状部は、周方向の一端が開放端であり、該開放端側から前記リブを受容し得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継手構造。 The hydraulically solidified body-buried reinforcing steel rod joint structure according to claim 1, characterized in that the asymmetrically shaped concave portion has an open end at one circumferential end, and can receive the rib from the open end side. 前記非対称形状の前記凹状部は、周方向の他端が閉塞端であり、該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5記載の水硬性固化体埋設型補強用鋼棒継手構造。 A hydraulically solidified body-buried reinforcing steel rod joint structure as described in claim 5, characterized in that the other circumferential end of the asymmetrically shaped concave portion is a closed end, and the closed end can regulate the circumferential displacement of the rib. 前記凹状部は、螺旋形状を成し、
前記係合凸部の径方向端部が面状、凸曲面状又は鋭角状を成すものであることを特徴とする請求項2記載の水硬性固化体埋設型補強用鋼棒継手構造。
The recessed portion has a spiral shape,
3. A hydraulically solidified body-buried reinforcing steel bar joint structure according to claim 2, wherein the radial end of said engaging projection is formed in a planar shape, a convex curved shape or an acute angle shape.
螺旋形状を成す前記凹状部は、仮想的に設定された螺旋経路に沿って連続的又は断続的に形成されることを特徴とする請求項7記載の水硬性固化体埋設型補強用鋼棒継手構造。 The hydraulically solidified body buried reinforcing steel rod joint structure according to claim 7, characterized in that the spiral-shaped concave portion is formed continuously or intermittently along a virtually set spiral path. 螺旋形状を成す前記凹状部は、連続的に形成され、軸方向の一端から中途部分にかけて徐々に、又は段階的に前記凹状部の幅が狭くなるように構成されることを特徴とする請求項7記載の水硬性固化体埋設型補強用鋼棒継手構造。 A hydraulically solidified body-buried reinforcing steel rod joint structure as described in claim 7, characterized in that the spiral-shaped concave portion is formed continuously and the width of the concave portion gradually or stepwise narrows from one end to the middle of the axial direction. 前記挿通孔は、軸方向視で、前記水硬性固化体埋設型補強用鋼棒の軸方向視の外形に略相似又は近似の孔形状を有することを特徴とする請求項1乃至9の何れかに記載の水硬性固化体埋設型補強用鋼棒継手構造。 A hydraulically solidified body-embedded reinforcing steel rod joint structure according to any one of claims 1 to 9, characterized in that the insertion hole has a hole shape, when viewed in the axial direction, that is approximately similar or approximate to the outer shape of the hydraulically solidified body-embedded reinforcing steel rod when viewed in the axial direction. 前記挿通孔は、二面幅部を有し、対向する該二面幅部の相対する両端間が所定の曲率半径の凸状を成す弧によって繋がった内周面により成ることを特徴とする請求項10記載の水硬性固化体埋設型補強用鋼棒継手構造。 The hydraulically solidified body buried reinforcing steel rod joint structure according to claim 10, characterized in that the insertion hole has a two-sided width portion, and the opposing ends of the opposing two-sided width portion are connected by an inner surface that forms a convex arc with a predetermined radius of curvature. 前記挿通孔は、軸方向の一端から中途部分における第一範囲と、軸方向の他端から上記中途部分における第二範囲とで断面積が異なることを特徴とする請求項1乃至11の何れかに記載の水硬性固化体埋設型補強用鋼棒継手構造。 A hydraulically solidified body-buried reinforcing steel bar joint structure as described in any one of claims 1 to 11, characterized in that the cross-sectional area of the insertion hole is different between a first range from one end to the middle part in the axial direction and a second range from the other end to the middle part in the axial direction . 軸方向の一端から中途部分までの前記凹状部を螺旋形状とし、他端から上記中途部分までの前記凹状部を非螺旋形状とすることを特徴とする請求項2記載の水硬性固化体埋設型補強用鋼棒継手構造。 A hydraulically solidified body buried reinforcing steel rod joint structure as described in claim 2, characterized in that the concave portion from one end to the middle portion in the axial direction is spirally shaped, and the concave portion from the other end to the middle portion is non- spirally shaped. 少なくとも軸方向の一端に前記水硬性固化体埋設型補強用鋼棒との相対回転を防止する相対回転防止部材を設けることを特徴とする請求項1乃至13の何れかに記載の水硬性固化体埋設型補強用鋼棒継手構造。 A hydraulically solidified body-buried reinforcing steel rod joint structure as described in any one of claims 1 to 13, characterized in that a relative rotation prevention member is provided at at least one axial end to prevent relative rotation with the hydraulically solidified body-buried reinforcing steel rod. 少なくとも軸方向の一端に前記水硬性固化体埋設型補強用鋼棒との軸方向に対する相対変位を防止する相対変位防止部材を設けることを特徴とする請求項1乃至13の何れかに記載の水硬性固化体埋設型補強用鋼棒継手構造。 A hydraulically solidified body-buried reinforcing steel rod joint structure as described in any one of claims 1 to 13, characterized in that a relative displacement prevention member is provided at at least one axial end to prevent relative axial displacement with the hydraulically solidified body-buried reinforcing steel rod. 軸方向端部に剛結構造を設け、
上記剛結構造は、上記水硬性固化体埋設型補強用鋼棒との相対回転を防止する相対回転防止部材と前記水硬性固化体埋設型補強用鋼棒に対する相対変位を防止する相対変位防止部材とを有することを特徴とする請求項1乃至13の何れかに記載の水硬性固化体埋設型補強用鋼棒継手構造。
A rigid structure is provided at the axial end,
A hydraulically solidified body-embedded reinforcing steel rod joint structure as described in any one of claims 1 to 13, characterized in that the rigid connection structure has a relative rotation prevention member that prevents relative rotation with the hydraulically solidified body-embedded reinforcing steel rod and a relative displacement prevention member that prevents relative displacement with respect to the hydraulically solidified body- embedded reinforcing steel rod.
前記相対回転防止部材は、前記水硬性固化体埋設型補強用鋼棒を囲繞し且つ係合孔に内挿されることを特徴とする請求項14又は16記載の水硬性固化体埋設型補強用鋼棒継手構造。 17. A joint structure for a steel rod for reinforcing a hydraulically solidified body buried type according to claim 14 or 16, wherein the relative rotation prevention member surrounds the hydraulically solidified body buried type reinforcing steel rod and is inserted into the engagement hole. 前記相対回転防止部材は、係合孔の内周に係合する係合面と、
軸方向視で前記水硬性固化体埋設型補強用鋼棒の外形に略相当する非円形状の水硬性固化体埋設型補強用鋼棒挿通孔と、を有し、
前記水硬性固化体埋設型補強用鋼棒挿通孔に前記水硬性固化体埋設型補強用鋼棒が相対回転不可の状態で嵌り得、上記係合面が上記係合孔の内周に係合することを特徴とする請求項14、請求項16又は請求項17記載の水硬性固化体埋設型補強用鋼棒継手構造。
The relative rotation prevention member has an engagement surface that engages with an inner periphery of the engagement hole;
a non-circular steel rod insertion hole for reinforcing a hydraulically solidified body that is substantially equivalent to the outer shape of the steel rod for reinforcing a hydraulically solidified body when viewed in the axial direction;
A hydraulically solidified body-embedded reinforcing steel rod joint structure according to claim 14, 16 or 17, characterized in that the hydraulically solidified body-embedded reinforcing steel rod can be fitted into the hydraulically solidified body-embedded reinforcing steel rod insertion hole in a state where it cannot rotate relative to the hydraulically solidified body, and the engagement surface engages with the inner circumference of the engagement hole.
前記相対変位防止部材は、前記水硬性固化体埋設型補強用鋼棒のリブに係合し、軸方向の変位が規制されることを特徴とする請求項15又は16記載の水硬性固化体埋設型補強用鋼棒継手構造。 17. A hydraulically solidified body-buried reinforcing steel rod joint structure according to claim 15 or 16, characterized in that the relative displacement prevention member engages with a rib of the hydraulically solidified body-buried reinforcing steel rod, thereby restricting axial displacement. 前記相対変位防止部材は、前記水硬性固化体埋設型補強用鋼棒が挿通し得、内周面に螺旋溝を有する孔部を有することを特徴とする請求項15、16又は19記載の水硬性固化体埋設型補強用鋼棒継手構造。 The hydraulically solidified body-buried reinforcing steel rod joint structure according to claim 15, 16 or 19, characterized in that the relative displacement prevention member has a hole portion through which the hydraulically solidified body-buried reinforcing steel rod can be inserted and which has a spiral groove on its inner surface. 前記相対回転防止部材と前記相対変位防止部材との当接部には、前記相対回転防止部材と前記相対変位防止部材との相対回転を防止する相対回転防止機構が設けられることを特徴とする請求項16記載の水硬性固化体埋設型補強用鋼棒継手構造。 A hydraulically solidified body buried reinforcing steel rod joint structure as described in claim 16, characterized in that a relative rotation prevention mechanism is provided at the abutment portion between the relative rotation prevention member and the relative displacement prevention member to prevent relative rotation between the relative rotation prevention member and the relative displacement prevention member. 本体の長手方向における適宜の中間位置には、前記水硬性固化体埋設型補強用鋼棒の挿入深さを視認可能とする内外に貫通した確認孔を有することを特徴とする請求項1乃至21の何れかに記載の水硬性固化体埋設型補強用鋼棒継手構造。 A hydraulically solidified body-buried reinforcing steel rod joint structure as described in any one of claims 1 to 21, characterized in that at an appropriate intermediate position in the longitudinal direction of the main body, there is provided a confirmation hole penetrating from the inside to the outside, which allows the insertion depth of the hydraulically solidified body-buried reinforcing steel rod to be visually confirmed . 前記確認孔は、前記長手方向の中央部を示す中央位置示唆手段を有することを特徴とする請求項22記載の水硬性固化体埋設型補強用鋼棒継手構造。 23. The hydraulically solidified body buried reinforcing steel bar joint structure according to claim 22, wherein the confirmation hole has a center position indicating means for indicating the center portion in the longitudinal direction. 前記確認孔は、孔形状が前記長手方向の中央部に相当する箇所をくびれさせたくびれ部を有し、該くびれ部が前記中央位置示唆手段を成すことを特徴とする請求項23記載の水硬性固化体埋設型補強用鋼棒継手構造。 The hydraulically solidified body buried reinforcing steel rod joint structure according to claim 23, characterized in that the confirmation hole has a constricted portion in which the hole shape is constricted at a point corresponding to the center of the longitudinal direction, and the constricted portion forms the center position indication means. 前記確認孔は、光透過性を有する部材によって閉塞されることを特徴とする請求項22乃至24の何れかに記載の水硬性固化体埋設型補強用鋼棒継手構造。 25. The hydraulically solidified body buried reinforcing steel bar joint structure according to claim 22, wherein the confirmation hole is closed with a light-transmitting member.
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Family Cites Families (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS55118809U (en) * 1979-02-16 1980-08-22
JPS5649812U (en) * 1979-09-26 1981-05-02
JPS56135658A (en) * 1980-03-25 1981-10-23 Masaaki Hasegawa Reinforcing bar
JPH01227542A (en) 1988-03-07 1989-09-11 Fujitsu Ltd System for controlling supervisory signal
JPH0295715U (en) * 1989-01-18 1990-07-31
JP2751801B2 (en) * 1993-10-13 1998-05-18 鹿島建設株式会社 Wedge screw fixing hardware
GB0002006D0 (en) * 2000-01-29 2000-03-22 Copping Robert Fixture
CN104329346B (en) * 2014-10-09 2016-08-17 青海金阳光特种钢材股份有限公司 A kind of high-strength prestressed anchor bolt
JP2018178365A (en) 2017-04-03 2018-11-15 株式会社安藤・間 Rebar fitting coupler

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