JP2008144526A - Reinforcement anchoring structure, reinforcement anchoring method, pc member joining structure and pc member joining method - Google Patents

Reinforcement anchoring structure, reinforcement anchoring method, pc member joining structure and pc member joining method Download PDF

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JP2008144526A
JP2008144526A JP2006335022A JP2006335022A JP2008144526A JP 2008144526 A JP2008144526 A JP 2008144526A JP 2006335022 A JP2006335022 A JP 2006335022A JP 2006335022 A JP2006335022 A JP 2006335022A JP 2008144526 A JP2008144526 A JP 2008144526A
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reinforcing bar
insertion hole
fixing
rebar
hole
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JP5369373B2 (en
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Naoto Fujio
直人 藤生
Yasuhiko Asaoka
泰彦 浅岡
Takesuke Kano
健佑 叶
Junko Tamaoki
純子 玉置
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Obayashi Corp
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a reinforcement anchoring structure in an end part of a PC member, capable of easily performing filling work of a grout material, without reducing structural yield strength. <P>SOLUTION: This anchoring structure 10 has a screw line member 13 joined to an opening side end part of a column main reinforcement 11 and forming a screw line on an outer peripheral surface, and an anchoring member 12 having a hole part forming a screw line on an inner peripheral surface, installed in the screw line member 13 by threadedly engaging this hole part with the outer periphery of the screw line member 13 and abutting on a member surface of the PC member. <P>COPYRIGHT: (C)2008,JPO&INPIT

Description

本発明は、プレキャストコンクリート部材の端部における鉄筋の定着構造及び鉄筋の定着方法に関する。   The present invention relates to a reinforcing bar fixing structure and a reinforcing bar fixing method at an end portion of a precast concrete member.

近年、施工期間短縮のため、PC部材を用いてRC構造物を構築する工法が用いられている。このようなPC部材を用いた工法として、例えば特許文献1には、同文献の図12に示すように、仕口及び梁部分を一体成形し、柱主筋に相当する位置にシース管を埋設したPC梁・仕口部材を、柱頭部にスリーブ継手が設けられた下方のPC柱部材の上部に建込み、さらに、下面より柱主筋が突出した上方のPC柱部材を、これら柱主筋がPC梁・仕口部材のシース管を貫通し、下方のPC柱部材のスリーブ継手内に到達するように建込み、シース管及びスリーブ継手内にグラウト材を充填することにより、柱梁構造を構築する工法が記載されている。   In recent years, a method of constructing an RC structure using a PC member has been used to shorten the construction period. As a construction method using such a PC member, for example, in Patent Document 1, as shown in FIG. 12 of the same document, a joint and a beam portion are integrally formed, and a sheath tube is embedded at a position corresponding to a column main reinforcement. The PC beam / joint member is built on the upper part of the lower PC column member with the sleeve joint on the column head, and the upper PC column member with the column main bar protruding from the lower surface is the PC beam member. -A construction method that constructs a column beam structure by penetrating the sheath tube of the joint member so as to reach the sleeve joint of the lower PC column member and filling the sheath tube and sleeve joint with grout material Is described.

ところで、このようにPC部材を用いて柱梁構造を構築する場合に、最上階の仕口部などでは、上方にPC柱部材が接続されず、上方に接続される柱主筋が存在しないため、柱主筋の上端部において鉄筋とコンクリートとの間で荷重の伝達が行われるように定着構造を設ける必要がある。かかる定着構造として、一般的な鉄筋コンクリート造における定着構造に用いられるプレートナット(定着ナット)を用いる方法が考えられる。   By the way, when the column beam structure is constructed using the PC member in this way, in the joint portion on the uppermost floor, the PC column member is not connected to the upper side, and there is no column main bar connected to the upper side. It is necessary to provide a fixing structure so that the load is transmitted between the reinforcing bar and the concrete at the upper end of the column main bar. As such a fixing structure, a method using a plate nut (fixing nut) used for a fixing structure in a general reinforced concrete structure is conceivable.

このようにプレートナットを用いる場合には、最上階の仕口部の複数の柱主筋にねじ鉄筋を用い、プレートナットとねじ鉄筋との間のがたつきやゆるみを防止するため、プレートナット内にグラウト材を充填しなければならない。しかし、ねじ鉄筋をプレートナットに螺合させてしまうと、プレートナット内まで確実にグラウト材充填を行うことができないので、ねじ鉄筋を差し込む前に、プレートナット内にグラウト材を注入する必要がある。しかし、各ねじ鉄筋に対応する多数のプレートナットが設けられるため、それらプレートナットの夫々にグラウト材を注入するには、非常に大きな手間がかかる。   When plate nuts are used in this way, screw rebars are used for the multiple column main bars of the top floor joint, and rattling and loosening between the plate nuts and screw rebars are prevented. It must be filled with grout material. However, if the screw rebar is screwed into the plate nut, the grout material cannot be reliably filled into the plate nut, so it is necessary to inject the grout material into the plate nut before inserting the screw rebar. . However, since a large number of plate nuts corresponding to each screw rebar are provided, it takes a very large amount of time to inject the grout material into each of the plate nuts.

そこで、例えば特許文献2には、柱主筋として用いるねじ鉄筋の外周面に溝を設けておく方法が記載されている。この方法によれば、各シース管内に充填されたグラウト材がこの溝を通ってプレートナット内に充填されるため、グラウト材の充填作業を一括して行うことができる。
特開2004―278257号公報 特開2006―104854号公報
Therefore, for example, Patent Document 2 describes a method in which a groove is provided on the outer peripheral surface of a screw reinforcing bar used as a column main reinforcing bar. According to this method, the grout material filled in each sheath tube is filled into the plate nut through this groove, so that the grout material filling operation can be performed in a lump.
JP 2004-278257 A JP 2006-104854 A

しかしながら、このように鉄筋に溝を設けると、鉄筋に断面欠損が生ずることになり、所要の構造耐力が発揮されない虞がある。   However, if grooves are provided in the reinforcing bars in this way, cross-sectional defects occur in the reinforcing bars, and the required structural strength may not be exhibited.

本発明は上記の問題に鑑みなされたものであり、その目的は、構造耐力を低下させることなく、グラウト材の充填作業を容易に行うことのできるPC部材の端部における鉄筋の定着構造を提供することである。   The present invention has been made in view of the above problems, and an object of the present invention is to provide a reinforcing bar fixing structure at the end of a PC member that can easily perform grout material filling work without reducing structural strength. It is to be.

本発明の鉄筋の定着構造は、鉄筋を、PC部材の表面に設けられた凹部の底面に開口する鉄筋挿通孔に挿通し、前記鉄筋挿通孔と前記鉄筋との間にグラウト材を充填して、当該鉄筋の開口側端部を前記PC部材に定着するための定着構造であって、前記鉄筋の前記開口側端部に接合され、外周面に螺条の形成された螺条部材と、内周面に螺条の形成された孔部を有し、この孔部が前記螺条部材の外周に螺合することにより前記螺条部材に取付けられた定着部材と、を備えることを特徴とする。
なお、上記の鉄筋挿通孔の端部とは、定着構造が構築された後、凹部にコンクリートが打設されるような場合を含むものである。要するに、鉄筋挿通孔の凹部底面への開口部近傍が鉄筋挿通孔の端部に相当する。
In the reinforcing bar fixing structure of the present invention, the reinforcing bar is inserted into a reinforcing bar insertion hole that opens in the bottom surface of the recess provided on the surface of the PC member, and a grout material is filled between the reinforcing bar insertion hole and the reinforcing bar. A fixing structure for fixing the opening side end portion of the reinforcing bar to the PC member, the screw member being joined to the opening side end portion of the reinforcing bar and having a thread formed on the outer peripheral surface; And a fixing member attached to the screw member by screwing the hole with an outer periphery of the screw member. .
The end portion of the reinforcing bar insertion hole includes a case where concrete is placed in the concave portion after the fixing structure is constructed. In short, the vicinity of the opening of the reinforcing bar insertion hole to the bottom surface of the recess corresponds to the end of the reinforcing bar insertion hole.

また、本発明の鉄筋の定着構造は、ねじ鉄筋を、PC部材の表面に設けられた凹部の底面に開口する鉄筋挿通孔に挿通し、前記鉄筋挿通孔と前記ねじ鉄筋との間にグラウト材を充填して、当該ねじ鉄筋の開口側端部を前記PC部材に定着するための定着構造であって、外側へ延出するつば状の定着部と、貫通孔とを備え、前記PC部材の凹部の底面に露出するように前記PC部材の前記鉄筋挿通孔の端部に埋設され、前記貫通孔に前記ねじ鉄筋が挿通する定着部材と、前記定着部材の前記PC部材の凹部の底面に露出する側とは反対側に当接するように前記PC部材の前記鉄筋挿通孔に埋設され、前記ねじ鉄筋と螺合する第1のロックナットと、前記定着部材の前記PC部材の凹部の底面に露出する側に当接し、前記ねじ鉄筋と螺合する第2のロックナットと、を備えることを特徴とする。   In the reinforcing bar fixing structure of the present invention, the screw reinforcing bar is inserted into a reinforcing bar insertion hole that opens in the bottom surface of the recess provided on the surface of the PC member, and the grout material is interposed between the reinforcing bar insertion hole and the screw reinforcing bar. And fixing the opening side end of the screw rebar to the PC member, comprising a collar-like fixing portion extending outward, and a through hole, A fixing member embedded in an end portion of the reinforcing bar insertion hole of the PC member so as to be exposed at a bottom surface of the concave portion, and exposed to a bottom surface of the concave portion of the PC member of the fixing member; A first lock nut that is embedded in the reinforcing bar insertion hole of the PC member so as to abut on the opposite side of the PC member and is screwed with the screw reinforcing bar, and is exposed on the bottom surface of the concave portion of the PC member of the fixing member. A second portion that abuts against the threaded side and engages with the threaded reinforcing bar. Characterized in that it comprises a lock nut, a.

また、本発明の鉄筋の定着構造は、ねじ鉄筋を、PC部材の表面に設けられた凹部の底面に開口する鉄筋挿通孔に挿通し、前記鉄筋挿通孔と前記ねじ鉄筋との間にグラウト材を充填して、当該ねじ鉄筋の開口側端部を前記PC部材に定着するための定着構造であって、前記ねじ鉄筋が挿通する貫通孔を備え、前記PC部材の凹部の底面に当接する定着板と、前記定着板の前記PC部材の凹部の底面と当接する側の面とは反対側の面に当接するように、前記ねじ鉄筋に螺合するロックナットとを備えることを特徴とする。   In the reinforcing bar fixing structure of the present invention, the screw reinforcing bar is inserted into a reinforcing bar insertion hole that opens in the bottom surface of the recess provided on the surface of the PC member, and the grout material is interposed between the reinforcing bar insertion hole and the screw reinforcing bar. And fixing the opening side end of the screw rebar to the PC member, the fixing structure having a through hole through which the screw rebar is inserted and contacting the bottom surface of the concave portion of the PC member And a lock nut that engages with the screw rebar so as to abut on a surface of the fixing plate that is opposite to a surface that abuts on the bottom surface of the concave portion of the PC member.

また、本発明の鉄筋の定着方法は、鉄筋を、PC部材に設けられた凹部の底面に開口する鉄筋挿通孔に挿通し、前記鉄筋挿通孔と前記鉄筋との間にグラウト材を充填して、当該鉄筋の開口側端部を前記PC部材に定着するための定着方法であって、前記鉄筋の先端に外周面に螺条の形成された螺条部材を接合し、内周面に螺条の形成された孔部を有する定着部材を、前記孔部を前記螺条部材の外周に螺合させることにより前記螺条部材に取付け、前記鉄筋を前記鉄筋挿通孔に挿入することを特徴とする。   In the reinforcing bar fixing method of the present invention, the reinforcing bar is inserted into a reinforcing bar insertion hole that opens in the bottom surface of the recess provided in the PC member, and a grout material is filled between the reinforcing bar insertion hole and the reinforcing bar. A fixing method for fixing an opening-side end portion of the reinforcing bar to the PC member, wherein a screw member having a thread formed on an outer peripheral surface is joined to a tip of the reinforcing bar, and a screw thread is connected to the inner peripheral surface. A fixing member having a hole formed therein is attached to the screw member by screwing the hole into the outer periphery of the screw member, and the reinforcing bar is inserted into the reinforcing bar insertion hole. .

また、本発明の鉄筋の定着方法は、ねじ鉄筋を、PC部材に設けられた凹部の底面に開口する鉄筋挿通孔に挿通し、前記鉄筋挿通孔と前記ねじ鉄筋との間にグラウト材を充填して、当該ねじ鉄筋の開口側端部を前記PC部材に定着するための定着方法であって、外側へ延出するつば状の定着部と、貫通孔とを備えた定着部材を、前記PC部材の前記凹部の底面に露出するように、前記PC部材の前記鉄筋挿通孔の端部に埋設し、第1のロックナットを、前記定着部材の前記PC部材の前記凹部の底面に露出する側とは反対側に当接するように前記PC部材の前記鉄筋挿通孔に埋設し、前記ねじ鉄筋を、前記定着部材の貫通孔を挿通し、前記第1のロックナットと螺合するように前記鉄筋挿入孔に挿入し、第2のロックナットを、前記定着部材の前記PC部材の前記凹部の底面に露出する側に当接するように前記ねじ鉄筋に螺合させることを特徴とする。   In the reinforcing bar fixing method of the present invention, the threaded reinforcing bar is inserted into the reinforcing bar insertion hole that opens in the bottom surface of the recess provided in the PC member, and a grout material is filled between the reinforcing bar insertion hole and the threaded reinforcing bar. A fixing method for fixing the opening-side end of the screw rebar to the PC member, the fixing member including a collar-shaped fixing portion extending outward and a through-hole, The first lock nut is embedded on the end of the reinforcing bar insertion hole of the PC member so as to be exposed on the bottom surface of the concave portion of the member, and the first lock nut is exposed on the bottom surface of the concave portion of the PC member of the fixing member. The reinforcing bar is embedded in the reinforcing bar insertion hole of the PC member so as to abut the opposite side of the PC member, and the threaded reinforcing bar is inserted into the through hole of the fixing member and screwed into the first lock nut. The second lock nut is inserted into the insertion hole, and the fixing member Characterized in that screwed into the threaded rebar so as to abut on the side exposed on the bottom surface of the recess of the PC member.

また、本発明の鉄筋の定着方法は、ねじ鉄筋を、PC部材に設けられた凹部の底面に開口する鉄筋挿通孔に挿通し、前記鉄筋挿通孔と前記ねじ鉄筋との間にグラウト材を充填して、当該ねじ鉄筋の開口側端部を前記PC部材に定着するための定着方法であって、貫通孔を備えた定着板を、前記貫通孔を前記ねじ鉄筋が挿通するように前記PC部材の前記凹部の底面に当接させ、ロックナットを、前記定着板の前記PC部材の前記凹部の底面と当接する側の面とは反対側の面に当接するように前記ねじ鉄筋に螺合させることを特徴とする。   In the reinforcing bar fixing method of the present invention, the threaded reinforcing bar is inserted into the reinforcing bar insertion hole that opens in the bottom surface of the recess provided in the PC member, and a grout material is filled between the reinforcing bar insertion hole and the threaded reinforcing bar. A fixing method for fixing the opening side end of the screw rebar to the PC member, wherein the PC member is inserted into a fixing plate having a through hole so that the screw rebar is inserted through the through hole. The lock nut is screwed into the threaded reinforcing bar so as to abut the surface of the fixing plate on the side opposite to the surface of the fixing member contacting the bottom surface of the recess. It is characterized by that.

また、本発明のPC部材の接合構造は、部材を貫通する鉄筋挿通孔と、底面に前記鉄筋挿通孔が開口する凹部とを備える第1のPC部材と、主筋と、前記主筋に接続され、端面に鉄筋の挿入口が開口する機械式継手とを備え、前記鉄筋挿通孔と前記機械式継手とが略一直線上に位置するように配置された第2のPC部材とを接合する構造であって、一端が前記機械式継手内まで到達するように前記鉄筋挿通孔に挿通された鉄筋と、前記鉄筋の他端側端部に接合され、外周面に螺条の形成された螺条部材と、内周面に螺条の形成された孔部を有し、この孔部が前記螺条部材の外周に螺合することにより前記螺条部材に取付けられた定着部材と、前記機械式継手内、前記第1のPC部材と第2のPC部材との間の目地、及び前記鉄筋と前記鉄筋挿通孔との隙間に充填されたグラウト材と、を備えることを特徴とする。   In addition, the PC member joining structure of the present invention is connected to the first PC member including a reinforcing bar insertion hole that penetrates the member, and a concave portion in which the reinforcing bar insertion hole is opened on the bottom surface, the main reinforcement, and the main reinforcement. A mechanical joint having an opening for opening a reinforcing bar at an end face, and the second PC member arranged so that the reinforcing bar insertion hole and the mechanical joint are positioned substantially in a straight line. A reinforcing bar inserted into the reinforcing bar insertion hole so that one end reaches the inside of the mechanical joint, and a screw member joined to the other end of the reinforcing bar and having a thread formed on the outer peripheral surface thereof. A fixing member attached to the screw member by screwing the hole with an outer periphery of the screw member, and an inner portion of the mechanical joint. , Joints between the first PC member and the second PC member, and the reinforcing bar and the reinforcing bar insertion Characterized in that it comprises a grout material filled in the gap between the hole and.

また、本発明のPC部材の接合構造は、部材を貫通する鉄筋挿通孔と、底面に前記鉄筋挿通孔が開口する凹部とを備える第1のPC部材と、主筋と、前記主筋に接続され、端面に鉄筋の挿入口が開口する機械式継手とを備え、前記鉄筋挿通孔と前記機械式継手とが略一直線上に位置するように配置された第2のPC部材とを接合する構造であって、先端が前記機械式継手内まで到達するように前記鉄筋挿通孔に挿通され、外周面に螺条が形成されたねじ鉄筋と、外側へ延出するつば状の定着部と、貫通孔とを備え、前記第1のPC部材の凹部の底面に露出するように前記第1のPC部材の前記鉄筋挿通孔の端部に埋設され、前記貫通孔に前記ねじ鉄筋が挿通する定着部材と、前記定着部材の前記第1のPC部材の凹部の底面に露出する側とは反対側に当接するように前記第1のPC部材の前記鉄筋挿通孔に埋設され、前記ねじ鉄筋と螺合する第1のロックナットと、前記定着部材の前記第1のPC部材の凹部の底面に露出する側に当接し、前記ねじ鉄筋に螺合する第2のロックナットと、前記機械式継手内、前記第1のPC部材と第2のPC部材との間の目地、及び前記鉄筋と前記鉄筋挿通孔との隙間に充填されたグラウト材と、を備えることを特徴とする。   In addition, the PC member joining structure of the present invention is connected to the first PC member including a reinforcing bar insertion hole that penetrates the member, and a concave portion in which the reinforcing bar insertion hole is opened on the bottom surface, the main reinforcement, and the main reinforcement. A mechanical joint having an opening for opening a reinforcing bar at an end face, and the second PC member arranged so that the reinforcing bar insertion hole and the mechanical joint are positioned substantially in a straight line. A threaded reinforcing bar inserted into the reinforcing bar insertion hole so that the tip reaches the mechanical joint and having a thread formed on the outer peripheral surface, a collar-shaped fixing part extending outward, and a through hole, A fixing member embedded in an end portion of the reinforcing bar insertion hole of the first PC member so as to be exposed at the bottom surface of the concave portion of the first PC member, and the screw reinforcing bar being inserted into the through hole, What is the side exposed to the bottom surface of the concave portion of the first PC member of the fixing member? A first lock nut embedded in the reinforcing bar insertion hole of the first PC member so as to be in contact with the opposite side, and screwed with the screw reinforcing bar; and a bottom surface of a recess of the first PC member of the fixing member A second lock nut that is in contact with the exposed side of the screw and is screwed into the threaded reinforcing bar, a joint between the first PC member and the second PC member in the mechanical joint, and the reinforcing bar. And a grout material filled in a gap with the reinforcing bar insertion hole.

また、本発明のPC部材の接合構造は、部材を貫通する鉄筋挿通孔と、底面に前記鉄筋挿通孔が開口する凹部とを備える第1のPC部材と、主筋と、前記主筋に接続され、端面に鉄筋の挿入口が開口する機械式継手とを備え、前記鉄筋挿通孔と前記機械式継手とが略一直線上に位置するように配置された第2のPC部材とを接合する構造であって、先端が前記機械式継手内まで到達するように前記鉄筋挿通孔に挿通され、外周面に螺条が形成されたねじ鉄筋と、前記ねじ鉄筋が挿通する貫通孔を備え、前記第1のPC部材の凹部の底面に当接する定着板と、前記定着板の前記第1のPC部材の凹部の底面と当接する側の面と反対側の面に当接するように、前記ねじ鉄筋に締め付けられたロックナットと、前記機械式継手内、前記第1のPC部材と第2のPC部材との間の目地、及び前記鉄筋と前記鉄筋挿通孔との隙間に充填されたグラウト材と、を備えることを特徴とする。
上記のPC部材の接合構造において、前記第1のPC部材は、前記鉄筋挿通孔と前記第1のPC部材の表面とを結ぶグラウト排出孔を備えてもよい。
In addition, the PC member joining structure of the present invention is connected to the first PC member including a reinforcing bar insertion hole that penetrates the member, and a concave portion in which the reinforcing bar insertion hole is opened on the bottom surface, the main reinforcement, and the main reinforcement. A mechanical joint having an opening for opening a reinforcing bar at an end face, and the second PC member arranged so that the reinforcing bar insertion hole and the mechanical joint are positioned substantially in a straight line. A screw rebar inserted through the reinforcing bar insertion hole so that the tip reaches the mechanical joint and having a thread formed on an outer peripheral surface; and a through hole through which the screw rebar is inserted; The fixing plate is in contact with the bottom surface of the concave portion of the PC member, and is fastened to the screw rebar so as to be in contact with the surface of the fixing plate opposite to the surface of the first PC member that is in contact with the bottom surface of the concave portion. Lock nut, and in the mechanical joint, the first PC portion Characterized by comprising the and a grout material filled in the gap between joint, and the reinforcing bars and the reinforcing bar insertion hole between the second PC member.
In the PC member joining structure, the first PC member may include a grout discharge hole that connects the reinforcing bar insertion hole and the surface of the first PC member.

また、本発明のPC部材の接合方法は、部材を貫通する鉄筋挿通孔と、底面に前記鉄筋挿通孔が開口する凹部とを備える第1のPC部材と、主筋と、前記主筋に接続され、端面に鉄筋の挿入口が開口する機械式継手とを備え、前記鉄筋挿通孔と前記機械式継手とが略一直線上に位置するように配置された第2のPC部材とを接合する方法であって、鉄筋の一端に外周面に螺条の形成された螺条部材を接合し、内周面に螺条の形成された孔部を有する定着部材を、前記孔部を前記螺条部材の外周に螺合させることにより前記螺条部材に取付け、前記鉄筋を、他端が前記機械式継手内まで到達するように前記鉄筋挿通孔に挿通し、前記機械式継手内、前記第1のPC部材と第2のPC部材との間の目地、及び前記鉄筋と前記鉄筋挿通孔との隙間にグラウト材を充填することを特徴とする。   In addition, the PC member joining method of the present invention is connected to the first PC member including a reinforcing bar insertion hole that penetrates the member, and a concave portion in which the reinforcing bar insertion hole is opened on the bottom surface, the main reinforcement, and the main reinforcement. A mechanical joint having an opening for opening a reinforcing bar at an end surface, and the second PC member arranged so that the reinforcing bar insertion hole and the mechanical joint are positioned substantially in a straight line. Then, a screw member having a thread formed on the outer peripheral surface is joined to one end of the reinforcing bar, and a fixing member having a hole formed with a screw on the inner peripheral surface is connected to the outer periphery of the screw member. It is attached to the screw member by being screwed to the reinforcing member, and the reinforcing bar is inserted into the reinforcing bar insertion hole so that the other end reaches the inside of the mechanical joint, and the first PC member is inserted into the mechanical joint. In the joint between the second PC member and the gap between the reinforcing bar and the reinforcing bar insertion hole Characterized by filling the Rout material.

また、本発明のPC部材の接合方法は、部材を貫通する鉄筋挿通孔と、底面に前記鉄筋挿通孔が開口する凹部とを備える第1のPC部材と、主筋と、前記主筋に接続され、端面に鉄筋の挿入口が開口する機械式継手とを備え、前記鉄筋挿通孔と前記機械式継手とが略一直線上に位置するように配置された第2のPC部材とを接合する方法であって、外側へ延出するつば状の定着部と、貫通孔とを備えた定着部材を、前記第1のPC部材の凹部の底面に露出するように前記第1のPC部材の前記鉄筋挿通孔の端部に、埋設し、第1のロックナットを、前記定着部材の前記第1のPC部材の凹部の底面に露出する側とは反対側に当接するように前記第1のPC部材の前記鉄筋挿通孔に埋設し、外周面に螺条が形成されたねじ鉄筋を、前記定着部材の貫通孔を挿通し、前記第1のロックナットと螺合し、かつ、先端が前記機械式継手内まで到達するように前記鉄筋挿通孔に挿通し、第2のロックナットを、前記定着部材の前記第1のPC部材の凹部の底面に露出する側に当接するように前記ねじ鉄筋に螺合させ、前記機械式継手内、前記第1のPC部材と第2のPC部材との間の目地、及び前記鉄筋と前記鉄筋挿通孔との隙間にグラウト材を充填することを特徴とする。   In addition, the PC member joining method of the present invention is connected to the first PC member including a reinforcing bar insertion hole that penetrates the member, and a concave portion in which the reinforcing bar insertion hole is opened on the bottom surface, the main reinforcement, and the main reinforcement. A mechanical joint having an opening for opening a reinforcing bar at an end surface, and the second PC member arranged so that the reinforcing bar insertion hole and the mechanical joint are positioned substantially in a straight line. The reinforcing member insertion hole of the first PC member is exposed to the bottom surface of the concave portion of the first PC member with a fixing member having a collar-shaped fixing portion extending outward and a through hole. Embedded in the end portion of the first PC member, and the first lock nut is in contact with the opposite side of the fixing member to the side exposed on the bottom surface of the concave portion of the first PC member. A screw rebar embedded in a rebar insertion hole and having a thread formed on the outer peripheral surface is connected to the fixing member. The through hole is inserted, screwed into the first lock nut, and inserted through the reinforcing bar insertion hole so that the tip reaches the inside of the mechanical joint, and the second lock nut is inserted into the fixing member. The screw joint is screwed into the threaded reinforcing bar so as to come into contact with the exposed side of the bottom surface of the recess of the first PC member, and the joint between the first PC member and the second PC member in the mechanical joint. And a grout material is filled in a gap between the reinforcing bar and the reinforcing bar insertion hole.

また、本発明のPC部材の接合方法は、部材を貫通する鉄筋挿通孔と、底面に前記鉄筋挿通孔が開口する凹部とを備える第1のPC部材と、主筋と、前記主筋に接続され、端面に鉄筋の挿入口が開口する機械式継手とを備え、前記鉄筋挿通孔と前記機械式継手とが略一直線上に位置するように配置された第2のPC部材とを接合する方法であって、外周面に螺条が形成されたねじ鉄筋を、先端が前記機械式継手内まで到達するように前記鉄筋挿通孔に挿通し、貫通孔を備えた定着板を、前記貫通孔を前記ねじ鉄筋が挿通するように前記第1のPC部材の凹部の底面に当接させ、ロックナットを、前記定着板の前記第1のPC部材の凹部の底面と当接する側の面と反対側の面に当接するように、前記ねじ鉄筋に螺合させ、前記機械式継手内、前記第1のPC部材と第2のPC部材との間の目地、及び前記鉄筋と前記鉄筋挿通孔との隙間にグラウト材を充填することを特徴とする。   In addition, the PC member joining method of the present invention is connected to the first PC member including a reinforcing bar insertion hole that penetrates the member, and a concave portion in which the reinforcing bar insertion hole is opened on the bottom surface, the main reinforcement, and the main reinforcement. A mechanical joint having an opening for opening a reinforcing bar at an end surface, and the second PC member arranged so that the reinforcing bar insertion hole and the mechanical joint are positioned substantially in a straight line. Then, a screw rebar having a thread formed on the outer peripheral surface is inserted into the rebar insertion hole so that the tip reaches the inside of the mechanical joint, and a fixing plate having a through hole is inserted into the screw hole. The lock nut is brought into contact with the bottom surface of the concave portion of the first PC member so that a reinforcing bar is inserted, and the surface of the fixing plate on the side opposite to the surface of the fixing plate contacting the bottom surface of the concave portion of the first PC member. Screwed into the threaded rebar so that it touches the The filling of the grout into the gap joint, and said reinforcing bar and said reinforcing bar insertion hole between the first PC member and the second PC member characterized.

本発明によれば、プレートナット内にグラウト材を充填する必要がないため、グラウト材充填作業が煩雑にならず、また、柱主筋に溝などを設ける必要がないため所定の構造耐力を確保することができる。   According to the present invention, since it is not necessary to fill the plate nut with the grout material, the grout material filling operation is not complicated, and it is not necessary to provide a groove or the like in the column main reinforcing bars, thereby ensuring a predetermined structural strength. be able to.

<第1実施形態>
以下、本発明の鉄筋の定着構造の第1実施形態について図面を参照しながら説明する。
図1(A)は、プレキャストコンクリート部材(以下、PC部材という)により構築され、本実施形態の鉄筋の定着構造10を備えた柱梁構造の最上階の仕口部付近の鉛直方向断面図であり、(B)は(A)におけるA−A´断面図である。同図に示すように、本実施形態の定着構造10は、PC柱部材30とPC梁部材20とを接合することにより構築された柱梁構造における最上階の仕口部上端における柱主筋の定着構造として用いられている。なお、PC梁部材20は本発明の第1のPC部材に対応し、PC柱部材30は本発明の第2のPC部材に対応する。
<First embodiment>
Hereinafter, a first embodiment of a reinforcing bar fixing structure of the present invention will be described with reference to the drawings.
FIG. 1A is a vertical cross-sectional view of the vicinity of a joint portion on the top floor of a column beam structure constructed of a precast concrete member (hereinafter referred to as a PC member) and provided with a reinforcing bar fixing structure 10 of the present embodiment. FIG. 6B is a cross-sectional view taken along the line AA ′ in FIG. As shown in the figure, the fixing structure 10 according to the present embodiment fixes the column main reinforcement at the upper end of the joint portion on the uppermost floor in the column beam structure constructed by joining the PC column member 30 and the PC beam member 20. It is used as a structure. The PC beam member 20 corresponds to the first PC member of the present invention, and the PC column member 30 corresponds to the second PC member of the present invention.

図1(A)に示すように、PC柱部材30は、複数の柱主筋31と、柱主筋31の上端に接続され、鉄筋挿入口32Aが部材上面に開口するように埋設された複数の機械式継手32と、PC柱部材30の側面より各機械式継手32のグラウト注入口32Bに到達するように設けられたグラウト注入孔33と、を備える。
また、PC梁部材20は梁部材と仕口パネルとが一体化されたPC部材である。このPC梁部材20は、柱主筋にあたる位置に埋設された複数のシース管により形成された、部材の上面に開口する鉄筋挿通孔21を備える。PC梁部材20の上面の各鉄筋挿通孔21の周囲には凹部23が設けられている。また、鉄筋挿通孔21は、後述するように柱主筋11に螺条部材13をアプセット溶接により接続する際に生じた突出部15が内部に収まる径を有する。
As shown in FIG. 1 (A), a PC column member 30 is connected to a plurality of column main bars 31 and the upper ends of the column main bars 31 and a plurality of machines embedded so that a reinforcing bar insertion opening 32A opens on the upper surface of the member. And a grout injection hole 33 provided so as to reach the grout injection port 32 </ b> B of each mechanical joint 32 from the side surface of the PC column member 30.
The PC beam member 20 is a PC member in which a beam member and a joint panel are integrated. The PC beam member 20 includes a reinforcing bar insertion hole 21 that is formed by a plurality of sheath tubes embedded at positions corresponding to the column main reinforcing bars and opens on the upper surface of the member. Concave portions 23 are provided around the reinforcing bar insertion holes 21 on the upper surface of the PC beam member 20. Further, the reinforcing bar insertion hole 21 has a diameter in which the protruding portion 15 generated when the screw member 13 is connected to the columnar reinforcing bar 11 by upset welding as described later.

図1(A)に示すように、PC梁部材20とPC柱部材30とは、柱主筋11が、その下端が機械式継手32内に到達するように鉄筋挿通孔21に挿通され、機械式継手32の内部、PC梁部材20とPC柱部材30の部材間の目地、及び鉄筋挿通孔21と柱主筋11の隙間にグラウト材14が充填されて、柱主筋11の上端が後述する定着構造10によって定着されることにより一体の柱梁構造として機能する。   As shown in FIG. 1A, the PC beam member 20 and the PC column member 30 are inserted into the reinforcing bar insertion hole 21 so that the lower end of the column main bar 11 reaches the mechanical joint 32, and is mechanical. The fixing structure which the inside of the joint 32, the joint between the members of the PC beam member 20 and the PC column member 30, and the gap between the reinforcing bar insertion hole 21 and the column main reinforcement 11 is filled with the grout material 14 and the upper end of the column main reinforcement 11 is described later. By being fixed by 10, it functions as an integral column beam structure.

図1(B)に示すように、本実施形態の定着構造10は、柱主筋11の先端に、例えばアプセット溶接により接合された螺条部材13と、内周面に螺合が形成された貫通孔を有し、螺条部材13に螺合することにより取付けられた定着板12と、鉄筋挿通孔21内の柱主筋11との隙間に充填されて、硬化したグラウト材14とで構成される。
定着板12は、上記の通り柱主筋11の先端に接合された螺条部材13に螺合するとともに、PC梁部材20の凹部23の表面に当接している。このような定着板12としては、例えば合同製鐵(株)製のEG定着板を用いることができる。なお、本実施形態では、定着板12を用いているが、これに限らず、内周面に螺合が形成された凹部を備えた定着板を用い、この凹部を螺条部材13の端部に螺合させることとしてもよい。
本実施形態の定着構造10によれば、柱主筋11に引張荷重が作用しても、この引張荷重が螺条部材13を介して定着板12に伝達され、定着板12がPC梁部材20より反力を受けることで、上記引張荷重に対して抵抗することができる。
As shown in FIG. 1 (B), the fixing structure 10 of this embodiment includes a thread member 13 joined to the tip of a column main bar 11 by, for example, upset welding, and a penetration formed with a threaded engagement on the inner peripheral surface. The fixing plate 12 which has a hole and is attached by being screwed to the thread member 13 and the grout material 14 which is filled in a gap between the column main reinforcing bar 11 in the reinforcing bar insertion hole 21 and hardened. .
The fixing plate 12 is screwed into the screw member 13 joined to the tip of the column main bar 11 as described above, and is in contact with the surface of the concave portion 23 of the PC beam member 20. As such a fixing plate 12, for example, an EG fixing plate manufactured by Godo Seikan Co., Ltd. can be used. In the present embodiment, the fixing plate 12 is used. However, the fixing plate 12 is not limited to this, and a fixing plate having a concave portion in which an inner peripheral surface is screwed is used. It is good also as screwing together.
According to the fixing structure 10 of the present embodiment, even if a tensile load acts on the column main reinforcement 11, this tensile load is transmitted to the fixing plate 12 via the screw member 13, and the fixing plate 12 is transmitted from the PC beam member 20. By receiving the reaction force, it is possible to resist the tensile load.

以下、本実施形態の定着構造10を備えた柱梁構造を構築する方法について説明する。図2は、定着構造10を備えた柱梁構造を構築する方法を説明するための図である。
まず、図2(A)に示すように、PC梁部材20を、PC柱部材30の上部側方より水平方向に移動させて、PC梁部材20の鉄筋挿通孔21と、機械式継手32とが一直線上に並ぶように建て込む。
Hereinafter, a method for constructing a column beam structure including the fixing structure 10 of the present embodiment will be described. FIG. 2 is a diagram for explaining a method of constructing a column beam structure provided with the fixing structure 10.
First, as shown in FIG. 2 (A), the PC beam member 20 is moved in the horizontal direction from the upper side of the PC column member 30, and the reinforcing bar insertion hole 21, the mechanical joint 32, Are built in a line.

また、予め、柱主筋11の上端に螺条部材13を例えばアップセット溶接により接合し、螺条部材13に定着板12を螺合させて取り付けておく。そして、図2(B)に示すように、柱主筋11を、下端が機械式継手32内に達し、かつ、上端に取付けられた定着板12がPC梁部材20の凹部23表面に当接するように、鉄筋挿通孔21に上方から挿入する。   In addition, the screw member 13 is joined to the upper end of the column main reinforcement 11 by, for example, upset welding, and the fixing plate 12 is screwed onto the screw member 13 and attached. Then, as shown in FIG. 2 (B), the column main reinforcement 11 is arranged such that the lower end reaches the mechanical joint 32 and the fixing plate 12 attached to the upper end contacts the surface of the concave portion 23 of the PC beam member 20. Then, it is inserted into the reinforcing bar insertion hole 21 from above.

次に、図2(C)に示すように、PC柱部材30と、PC梁部材20との間の目地の周囲にシーリングを施し、PC柱部材30に設けられたグラウト注入孔33よりグラウト材14を充填する。グラウト注入孔33より充填されたグラウト材14は、機械式継手32に流れこみ、機械式継手32内に充填されると、PC柱部材30とPC梁部材20との間の目地内に流れこみ、目地内に充填されると、鉄筋挿通孔21内に流れ込む。さらに、このグラウト材が鉄筋挿通孔21内に充填されると、鉄筋挿通孔21上端よりグラウト材14が溢れ出る。これにより鉄筋挿通孔21の最上部までグラウト材14が充填されたことを確認したら、グラウト材14の充填を終了する。   Next, as shown in FIG. 2C, sealing is performed around the joint between the PC column member 30 and the PC beam member 20, and the grout material is introduced from the grout injection hole 33 provided in the PC column member 30. 14 is filled. The grout material 14 filled from the grout injection hole 33 flows into the mechanical joint 32, and when filled into the mechanical joint 32, it flows into the joint between the PC column member 30 and the PC beam member 20. When the joint is filled, it flows into the reinforcing bar insertion hole 21. Further, when the grout material is filled in the reinforcing bar insertion hole 21, the grout material 14 overflows from the upper end of the reinforcing bar insertion hole 21. When it is confirmed that the grout material 14 has been filled up to the top of the reinforcing bar insertion hole 21, the filling of the grout material 14 is finished.

そして、充填されたグラウト材14が硬化することにより、機械式継手32による継手構造が構築され、柱主筋11、31の間で応力の伝達が可能となり、また、定着構造10が構築されるため、PC柱部材30とPC梁部材20が一体の柱梁構造として機能することができる。   Since the filled grout material 14 is cured, a joint structure by the mechanical joint 32 is constructed, stress can be transmitted between the column main bars 11 and 31, and the fixing structure 10 is constructed. The PC column member 30 and the PC beam member 20 can function as an integral column beam structure.

以上説明したように、本実施形態の定着構造10によれば、柱主筋11の先端に接続された螺条部材13と、螺条部材13に螺合された定着板12とにより柱主筋11がPC梁部材20に定着されるため、グラウト材充填のために鉄筋に溝を設ける必要がなく、構造材の断面欠損を防ぐことができる。   As described above, according to the fixing structure 10 of the present embodiment, the column main bar 11 is formed by the screw member 13 connected to the tip of the column main bar 11 and the fixing plate 12 screwed to the screw member 13. Since it is fixed to the PC beam member 20, it is not necessary to provide a groove in the reinforcing bar for filling the grout material, and the cross-sectional defect of the structural material can be prevented.

<第2実施形態>
次に、本発明の定着構造の第2実施形態について図面を参照しながら説明する。なお、第1実施形態と同様の構成については、同じ符号を付して説明を省略する。
図3(A)は、本実施形態の鉄筋の定着構造110を備えたPC柱梁構造の最上階の仕口部付近の鉛直方向図であり、(B)は(A)におけるB−B´断面図である。同図に示すように、本実施形態の定着構造110も、第1実施形態と同様に、PC柱部材30とPC梁部材20とを接合することにより構築された柱梁構造における最上階の仕口部上端における柱主筋の定着構造として用いられている。zなお、PC梁部材20は本発明の第1のPC部材に対応し、PC柱部材30は本発明の第2のPC部材に対応する。また、同図(B)に示すように、本実施形態ではPC梁部材20は、鉄筋挿通孔21の上端付近と部材上面とを結ぶように設けられたグラウト排出孔22を備える。
<Second Embodiment>
Next, a second embodiment of the fixing structure of the present invention will be described with reference to the drawings. In addition, about the structure similar to 1st Embodiment, the same code | symbol is attached | subjected and description is abbreviate | omitted.
FIG. 3A is a vertical direction view of the vicinity of the joint portion on the uppermost floor of the PC column beam structure provided with the reinforcing bar fixing structure 110 of the present embodiment, and FIG. It is sectional drawing. As shown in the figure, the fixing structure 110 of the present embodiment also has a top-floor structure in a column beam structure constructed by joining a PC column member 30 and a PC beam member 20 as in the first embodiment. It is used as a fixing structure for column main bars at the upper end of the mouth. z The PC beam member 20 corresponds to the first PC member of the present invention, and the PC column member 30 corresponds to the second PC member of the present invention. As shown in FIG. 4B, in this embodiment, the PC beam member 20 includes a grout discharge hole 22 provided so as to connect the vicinity of the upper end of the reinforcing bar insertion hole 21 and the upper surface of the member.

同図に示すように、PC梁部材20とPC柱部材30とは、柱主筋111が、その下端が機械式継手32内に到達するように鉄筋挿通孔21に挿通され、機械式継手32の内部と、PC梁部材20及びPC柱部材30の部材間の目地と、鉄筋挿通孔21と柱主筋111との隙間にグラウト材14が充填され、柱主筋111の上端が後述する定着構造10で定着されることにより一体の柱梁構造として機能する。
なお、本実施形態では、柱主筋111として表面に螺条の設けられたねじ鉄筋が用いられている。
As shown in the figure, the PC beam member 20 and the PC column member 30 are such that the column main reinforcement 111 is inserted into the reinforcing bar insertion hole 21 so that the lower end thereof reaches the mechanical joint 32, and The inside, the joint between the members of the PC beam member 20 and the PC column member 30, and the gap between the reinforcing bar insertion hole 21 and the column main reinforcement 111 are filled with the grout material 14, and the upper end of the column main reinforcement 111 is the fixing structure 10 described later. When fixed, it functions as an integral column beam structure.
In the present embodiment, a threaded reinforcing bar having a thread on its surface is used as the pillar main reinforcing bar 111.

本実施形態の定着構造110は、柱主筋111に螺合されたプレートナット116、第1のロックナット115、及び第2のロックナット117で構成されている。プレートナット116は、一端(図3中上端部)につば状の定着部116Aを備え、PC梁部材20の上側表面の凹部23内に定着部116Aが露出するようにPC梁部材20の鉄筋挿通孔21に埋設されている。第1のロックナット115は、プレートナット116の定着部116Aと反対側(図3中下側)に当接するようにPC梁部材20に埋設されている。第2のロックナット117は、プレートナット116の定着部116A側に当接している。そして、柱主筋111と鉄筋挿通孔21との間にはグラウト材14が充填されている。   The fixing structure 110 according to this embodiment includes a plate nut 116, a first lock nut 115, and a second lock nut 117 that are screwed into the column main reinforcement 111. The plate nut 116 includes a collar-shaped fixing portion 116A at one end (upper end portion in FIG. 3), and the reinforcing bar insertion of the PC beam member 20 is performed so that the fixing portion 116A is exposed in the recess 23 on the upper surface of the PC beam member 20. It is embedded in the hole 21. The first lock nut 115 is embedded in the PC beam member 20 so as to come into contact with the opposite side (lower side in FIG. 3) of the fixing portion 116A of the plate nut 116. The second lock nut 117 is in contact with the fixing portion 116 </ b> A side of the plate nut 116. The grout material 14 is filled between the column main bars 111 and the reinforcing bar insertion holes 21.

本実施形態の定着構造110によれば、第1のロックナット115及び第2のロックナット117によりプレートナット116が柱主筋111に固定されており、柱主筋111に作用する引張荷重はプレートナット116に伝達され、プレートナット116は定着部116Aにおいて、PC梁部材20を構成するコンクリートより反力を受けるため、これに対して抵抗することができる。なお、本実施形態では、プレートナット116の引張力の作用する側に第2のロックナット117があるため、第2のロックナット117も含めたねじ長さで柱主筋111に作用する引張応力を伝達することができる。   According to the fixing structure 110 of the present embodiment, the plate nut 116 is fixed to the column main bar 111 by the first lock nut 115 and the second lock nut 117, and the tensile load acting on the column main bar 111 is applied to the plate nut 116. Since the plate nut 116 receives a reaction force from the concrete constituting the PC beam member 20 at the fixing portion 116A, the plate nut 116 can resist this. In the present embodiment, since the second lock nut 117 is provided on the side on which the tensile force acts on the plate nut 116, the tensile stress acting on the column main bar 111 with the screw length including the second lock nut 117 is applied. Can communicate.

以下、本実施形態の定着構造110を構築する方法を説明する。図4は、本実施形態の定着構造110を構築する方法を説明するための図である。
まず、予め、図4(A)のIII部に拡大して示すように、PC梁部材20の製作時に、鉄筋挿通孔21の部材端面にあたる位置にプレートナット116を定着部116Aが部材表面に露出するように埋設し、第1のロックナット115を、プレートナット116と当接するようにPC梁部材20に埋設しておく。
Hereinafter, a method for constructing the fixing structure 110 of this embodiment will be described. FIG. 4 is a diagram for explaining a method of constructing the fixing structure 110 of the present embodiment.
First, as shown in the enlarged view of the III part in FIG. 4A, when the PC beam member 20 is manufactured, the plate nut 116 is exposed to the member end surface of the reinforcing bar insertion hole 21 and the fixing part 116A is exposed to the member surface. The first lock nut 115 is embedded in the PC beam member 20 so as to come into contact with the plate nut 116.

そして、図4(A)に示すように、PC梁部材20を建て込む前に、柱主筋111を上方からプレートナット116及び第1のロックナット115に螺合させながらねじ込むことにより鉄筋挿通孔21に挿入し、同図のII部に拡大して示すように柱主筋111の下端を鉄筋挿通孔21の下端よりわずかに下方へ突出させる。   Then, as shown in FIG. 4 (A), before the PC beam member 20 is built, the column main reinforcement 111 is screwed into the plate nut 116 and the first lock nut 115 from above to be inserted into the reinforcing bar insertion hole 21. And the lower end of the column main reinforcement 111 protrudes slightly downward from the lower end of the reinforcing bar insertion hole 21 as shown in an enlarged view in the II part of FIG.

次に、図4(B)に示すように、PC梁部材20をPC柱部材30の上部側方より移動させて、鉄筋挿通孔21と機械式継手32の鉄筋挿入口32Aとが一直線上に並ぶように建て込む。
次に、図4(C)に示すように、柱主筋111をその下端が機械式継手32内に到達するまで、軸周りに回転させることによりねじ込む。
Next, as shown in FIG. 4B, the PC beam member 20 is moved from the upper side of the PC column member 30 so that the reinforcing bar insertion hole 21 and the reinforcing bar insertion port 32A of the mechanical joint 32 are in a straight line. Build in line.
Next, as shown in FIG. 4C, the column main reinforcement 111 is screwed in by rotating around the axis until the lower end thereof reaches the mechanical joint 32.

次に、図4(D)に示すように、柱主筋111に第2のロックナット117をプレートナット116と当接するように螺合させた後、図4(E)に示すように、第2のロックナット117に所定のトルクを導入する。   Next, as shown in FIG. 4D, after the second lock nut 117 is screwed into the column main reinforcement 111 so as to come into contact with the plate nut 116, as shown in FIG. A predetermined torque is introduced into the lock nut 117.

次に、図4(F)に示すように、PC柱部材30と、PC梁部材20との間の目地の周囲にシーリングを施し、グラウト注入孔33よりグラウト材14を充填する。グラウト注入孔33より注入されたグラウト材14は、機械式継手32に流れこみ、機械式継手32内に充填されると、目地内に流れこみ、目地内にグラウト材が充填されると、鉄筋挿通孔21内に流れ込む。そして、鉄筋挿通孔21上部までグラウト材14が充填されると、グラウト排出孔22よりグラウト材14が溢れ出す。これにより、鉄筋挿通孔21最上部までグラウト材14が充填されたことを確認したら、グラウト材14の充填を終了する。   Next, as shown in FIG. 4F, sealing is performed around the joint between the PC column member 30 and the PC beam member 20, and the grout material 14 is filled from the grout injection hole 33. When the grout material 14 injected from the grout injection hole 33 flows into the mechanical joint 32 and fills in the mechanical joint 32, it flows into the joint, and when the grout material is filled in the joint, the reinforcing bar It flows into the insertion hole 21. When the grout material 14 is filled to the upper part of the reinforcing bar insertion hole 21, the grout material 14 overflows from the grout discharge hole 22. Thus, when it is confirmed that the grout material 14 has been filled up to the top of the reinforcing bar insertion hole 21, the filling of the grout material 14 is finished.

充填されたグラウト材14が硬化することにより、柱主筋111の定着構造10が構築され、柱主筋111、PC梁部材20及びPC柱部材30が一体として機能し、柱梁構造が構築される。   When the filled grout material 14 is hardened, the fixing structure 10 of the column main reinforcement 111 is constructed, and the column main reinforcement 111, the PC beam member 20 and the PC column member 30 function as one body, and a column beam structure is established.

以上説明したように、本実施形態の定着構造110によれば、柱主筋111に螺合されたプレートナット116、第1のロックナット115、及び第2のロックナット117により柱主筋111がPC梁部材20に定着されるため、第1実施形態の定着構造と同様に、鉄筋に溝を設ける必要がなく、構造材の断面欠損を防ぐことができる。   As described above, according to the fixing structure 110 of this embodiment, the column main bar 111 is connected to the PC beam by the plate nut 116, the first lock nut 115, and the second lock nut 117 screwed to the column main bar 111. Since it is fixed to the member 20, it is not necessary to provide a groove in the reinforcing bar as in the fixing structure of the first embodiment, and a cross-sectional defect of the structural material can be prevented.

<第3実施形態>
次に、本発明の定着構造の第3実施形態について図面を参照しながら説明する。なお、第1実施形態及び第2実施形態と同様の構成については、同じ符号を付して説明を省略する。
図5(A)は、本実施形態のPC部材により構築され、鉄筋の定着構造210を備えた柱梁構造の仕口部付近の鉛直断面図であり、(B)は(A)におけるC−C´断面図である。同図(A)に示すように、本実施形態の鉄筋の定着構造210も第1実施形態と同様に、PC柱部材30と、PC梁部材20を接合することにより柱梁構造を構築された柱梁構造における最上階の仕口部上端における柱主筋の定着構造として用いられている。なお、本実施形態でも、第2実施形態と同様に柱主筋111として外周面に螺条を有するねじ鉄筋が用いられている。また、PC梁部材20は本発明の第1のPC部材に対応し、PC柱部材30は本発明の第2のPC部材に対応する。
<Third Embodiment>
Next, a third embodiment of the fixing structure of the present invention will be described with reference to the drawings. In addition, about the structure similar to 1st Embodiment and 2nd Embodiment, the same code | symbol is attached | subjected and description is abbreviate | omitted.
FIG. 5A is a vertical sectional view of the vicinity of a joint portion of a column beam structure constructed of the PC member of the present embodiment and provided with a reinforcing bar fixing structure 210, and FIG. It is C 'sectional drawing. As shown in FIG. 4A, the reinforcing bar fixing structure 210 of the present embodiment is also constructed of a column beam structure by joining the PC column member 30 and the PC beam member 20 as in the first embodiment. It is used as a fixing structure for column main bars at the upper end of the joint on the top floor of a column beam structure. In this embodiment as well, a threaded reinforcing bar having a thread on the outer peripheral surface is used as the columnar reinforcing bar 111 as in the second embodiment. The PC beam member 20 corresponds to the first PC member of the present invention, and the PC column member 30 corresponds to the second PC member of the present invention.

図5(B)に示すように、本実施形態のPC梁部材20の上面には複数の鉄筋挿通孔21の開口位置の全体に亘るように形成された底面が平坦な凹部223が設けられている。また、第2実施形態と同様に、各鉄筋挿通孔21には、凹部223表面に達するようにグラウト排出孔222が設けられている。   As shown in FIG. 5B, the upper surface of the PC beam member 20 of the present embodiment is provided with a concave portion 223 having a flat bottom surface formed so as to cover the entire opening positions of the plurality of reinforcing bar insertion holes 21. Yes. Further, similar to the second embodiment, each reinforcing bar insertion hole 21 is provided with a grout discharge hole 222 so as to reach the surface of the recess 223.

本実施形態の定着構造210は、凹部223の底面に当接するように設置され、複数の柱主筋111にあたる位置に柱主筋111が挿通する挿通孔を備えた定着板212と、定着板212をPC梁部材20側に押さえつけるように、各柱主筋111に締め付けられたロックナット217と、鉄筋挿通孔21と柱主筋111との間に充填されたグラウト材14と、を備える。   The fixing structure 210 of the present embodiment is installed so as to contact the bottom surface of the recess 223, and includes a fixing plate 212 having an insertion hole through which the column main reinforcement 111 is inserted at a position corresponding to the plurality of column main reinforcements 111, and the fixing plate 212. A lock nut 217 fastened to each column main reinforcement 111 and a grout material 14 filled between the reinforcing bar insertion hole 21 and the column main reinforcement 111 are provided so as to be pressed against the beam member 20 side.

本実施形態の定着構造210によれば、柱主筋111に引張荷重が作用しても、引張荷重がロックナット217を介してPC梁部材20と当接する定着板212に伝達され、定着板212がPC梁部材20から反力を受けるため引張荷重に対して抵抗することができる。   According to the fixing structure 210 of the present embodiment, even if a tensile load acts on the column main reinforcement 111, the tensile load is transmitted to the fixing plate 212 that contacts the PC beam member 20 via the lock nut 217, and the fixing plate 212 is Since it receives a reaction force from the PC beam member 20, it can resist the tensile load.

以下、本実施形態の定着構造210を構築する方法を説明する。図6は、本実施形態の定着構造210を構築する方法を説明するための図である。
まず、図6(A)〜(B)に示すように、PC梁部材20をPC柱部材30の上部側方より水平方向に移動させて、PC梁部材20に埋設された鉄筋挿通孔21が、PC柱部材30の上部に露出する機械式継手32の鉄筋挿入口と一直線上に並ぶように建て込む。
Hereinafter, a method for constructing the fixing structure 210 of the present embodiment will be described. FIG. 6 is a diagram for explaining a method of constructing the fixing structure 210 of the present embodiment.
First, as shown in FIGS. 6A to 6B, the PC beam member 20 is moved in the horizontal direction from the upper side of the PC column member 30, and the reinforcing bar insertion hole 21 embedded in the PC beam member 20 is formed. Then, it is built so as to be aligned with the reinforcing bar insertion opening of the mechanical joint 32 exposed at the upper part of the PC column member 30.

次に、図6(C)に示すように、柱主筋111を、その下端が機械式継手32内に到達し、上端付近が凹部223内に突出するように、鉄筋挿通孔21に挿通させる。
次に、図6(D)に示すように、定着板212を、柱主筋111の突出した部分が挿通孔を挿通し、かつ、PC梁部材20の凹部223の底面に当接するように設置する。
Next, as shown in FIG. 6C, the column main reinforcement 111 is inserted into the reinforcing bar insertion hole 21 so that the lower end thereof reaches the mechanical joint 32 and the vicinity of the upper end protrudes into the recess 223.
Next, as shown in FIG. 6D, the fixing plate 212 is installed so that the protruding portion of the columnar main bar 111 passes through the insertion hole and contacts the bottom surface of the recess 223 of the PC beam member 20. .

次に、図6(E)に示すように、各柱主筋111の上部にロックナット217を締め付け、トルクを導入する。
次に、図6(F)に示すように、グラウト注入孔33よりグラウト材14を注入する。グラウト注入孔33より注入されたグラウト材14は、機械式継手32に流れこみ、機械式継手32内に充填されると、目地内に流れこみ、目地内に充填されると、鉄筋挿通孔21内に流れ込む。そして、グラウト排出孔222よりグラウト材14が溢れ出すことにより、鉄筋挿通孔21の最上部までグラウト材14が充填されたことを確認したら、グラウト材14の充填を終了する。
Next, as shown in FIG. 6 (E), a lock nut 217 is tightened on top of each columnar reinforcement 111 to introduce torque.
Next, as shown in FIG. 6F, the grout material 14 is injected from the grout injection hole 33. The grout material 14 injected from the grout injection hole 33 flows into the mechanical joint 32, flows into the joint when filled in the mechanical joint 32, and refills the hole 21 when filled into the joint. Flows in. When the grout material 14 overflows from the grout discharge hole 222 to confirm that the grout material 14 has been filled up to the uppermost part of the reinforcing bar insertion hole 21, the filling of the grout material 14 is terminated.

充填されたグラウト材14が硬化することにより柱主筋111の定着構造210が構築され、柱主筋111、PC梁部材20及びPC柱部材30が一体として機能し、柱梁構造が構築される。   When the filled grout material 14 is hardened, the fixing structure 210 of the column main reinforcement 111 is constructed, and the column main reinforcement 111, the PC beam member 20 and the PC column member 30 function as one body, and a column beam structure is constructed.

以上説明したように、本実施形態の定着構造210によれば、定着板212と、定着板212を押え付けるように各柱主筋111に締め付けられたロックナット217とにより、柱主筋111が定着されるため、鉄筋に溝を設ける必要がなく、構造材の断面欠損を防ぐことができる。   As described above, according to the fixing structure 210 of the present embodiment, the column main bar 111 is fixed by the fixing plate 212 and the lock nut 217 tightened to each column main bar 111 so as to press the fixing plate 212. Therefore, it is not necessary to provide a groove in the reinforcing bar, and the cross-sectional defect of the structural material can be prevented.

なお、上記の各実施形態では、本発明の定着構造を柱梁構造の最上階の仕口部における柱主筋の上端の定着構造として用いた場合について説明したが、これに限らず、例えば、柱梁構造の梁主筋の仕口部における定着構造としても用いることができる。   In each of the above embodiments, the fixing structure of the present invention has been described as the fixing structure at the upper end of the column main reinforcement in the joint portion on the uppermost floor of the column beam structure. It can also be used as a fixing structure in the joint portion of the beam main bar of the beam structure.

(A)は、PC部材により構築され、第1実施形態の鉄筋の定着構造を備えた柱梁構造の最上階の仕口部付近の鉛直方向断面図であり、(B)は(A)におけるA−A´断面図である。(A) is a vertical cross-sectional view of the vicinity of the joint portion on the uppermost floor of the column beam structure constructed of the PC member and provided with the reinforcing bar fixing structure of the first embodiment, and (B) is in (A). It is AA 'sectional drawing. 第1実施形態の定着構造を備えた柱梁構造を構築する方法を説明するための図である。It is a figure for demonstrating the method to construct | assemble the column beam structure provided with the fixing structure of 1st Embodiment. (A)は、第2実施形態の鉄筋の定着構造を備えたPC柱梁構造の最上階の仕口部付近の鉛直方向図であり、(B)は(A)におけるB−B´断面図である。(A) is a vertical direction view of the vicinity of the joint portion on the uppermost floor of the PC column beam structure provided with the reinforcing bar fixing structure of the second embodiment, and (B) is a sectional view taken along line BB ′ in (A). It is. 第2実施形態の定着構造を構築する方法を説明するための図である。It is a figure for demonstrating the method to construct | assemble the fixing structure of 2nd Embodiment. (A)は、第3実施形態の鉄筋の定着構造を備えたPC柱梁構造の最上階の仕口部付近の鉛直方向図であり、(B)は(A)におけるC−C´断面図である。(A) is a vertical direction view of the vicinity of the joint portion on the top floor of the PC column beam structure having the reinforcing bar fixing structure of the third embodiment, and (B) is a cross-sectional view taken along the line CC ′ in (A). It is. 第3実施形態の定着構造を構築する方法を説明するための図である。It is a figure for demonstrating the method of constructing the fixing structure of 3rd Embodiment.

符号の説明Explanation of symbols

10、110、210 定着構造
11,111 柱主筋
12,212 定着板
13 螺条部材
14 グラウト材
15 突出部
20 PC梁部材
21 シース管
22、222 グラウト排出孔
23、223 凹部
30 PC柱部材
31 柱主筋
32 機械式継手
32A 鉄筋挿入口
32B グラウト注入口
33 グラウト注入孔
115 第1のロックナット
116 プレートナット
116A 定着部
117 第2のロックナット
217 ロックナット
10, 110, 210 Fixing structure 11, 111 Column main reinforcement 12, 212 Fixing plate 13 Thread member 14 Grout material 15 Protruding portion 20 PC beam member 21 Sheath tube 22, 222 Grout discharge hole 23, 223 Recess 30 PC column member 31 Column Main bar 32 Mechanical joint 32A Reinforcing bar insertion port 32B Grout inlet 33 Grout inlet 115 First lock nut 116 Plate nut 116A Fixing portion 117 Second lock nut 217 Lock nut

Claims (13)

鉄筋を、PC部材の表面に設けられた凹部の底面に開口する鉄筋挿通孔に挿通し、前記鉄筋挿通孔と前記鉄筋との間にグラウト材を充填して、当該鉄筋の開口側端部を前記PC部材に定着するための定着構造であって、
前記鉄筋の前記開口側端部に接合され、外周面に螺条の形成された螺条部材と、
内周面に螺条の形成された孔部を有し、この孔部が前記螺条部材の外周に螺合することにより前記螺条部材に取付けられた定着部材と、
を備えることを特徴とする鉄筋の定着構造。
Insert the reinforcing bar into the reinforcing bar insertion hole that opens at the bottom of the recess provided on the surface of the PC member, fill the gap between the reinforcing bar insertion hole and the reinforcing bar, and fill the opening side end of the reinforcing bar. A fixing structure for fixing to the PC member,
A thread member that is joined to the opening-side end of the reinforcing bar and has a thread formed on the outer peripheral surface;
A fixing member attached to the thread member by having a hole formed with a thread on the inner peripheral surface, and the hole is screwed to the outer periphery of the thread member;
Reinforcing bar fixing structure characterized by comprising:
ねじ鉄筋を、PC部材の表面に設けられた凹部の底面に開口する鉄筋挿通孔に挿通し、前記鉄筋挿通孔と前記ねじ鉄筋との間にグラウト材を充填して、当該ねじ鉄筋の開口側端部を前記PC部材に定着するための定着構造であって、
外側へ延出するつば状の定着部と、貫通孔とを備え、前記PC部材の凹部の底面に露出するように前記PC部材の前記鉄筋挿通孔の端部に埋設され、前記貫通孔に前記ねじ鉄筋が挿通する定着部材と、
前記定着部材の前記PC部材の凹部の底面に露出する側とは反対側に当接するように前記PC部材の前記鉄筋挿通孔に埋設され、前記ねじ鉄筋と螺合する第1のロックナットと、
前記定着部材の前記PC部材の凹部の底面に露出する側に当接し、前記ねじ鉄筋と螺合する第2のロックナットと、を備えることを特徴とする鉄筋の定着構造。
Insert the screw rebar into a rebar insertion hole that opens at the bottom of the recess provided on the surface of the PC member, and fill the grout material between the rebar insertion hole and the screw rebar, and open the screw rebar on the opening side. A fixing structure for fixing an end to the PC member,
A flange-shaped fixing portion extending outward and a through hole are embedded in an end portion of the reinforcing bar insertion hole of the PC member so as to be exposed at the bottom surface of the concave portion of the PC member. A fixing member through which the screw rebar is inserted;
A first lock nut embedded in the reinforcing bar insertion hole of the PC member so as to come into contact with the side opposite to the side exposed to the bottom surface of the concave portion of the PC member of the fixing member and screwed with the screw reinforcing bar;
A reinforcing bar fixing structure, comprising: a second lock nut that abuts on the side of the fixing member exposed to the bottom surface of the concave portion of the PC member and is screwed with the screw reinforcing bar.
ねじ鉄筋を、PC部材の表面に設けられた凹部の底面に開口する鉄筋挿通孔に挿通し、前記鉄筋挿通孔と前記ねじ鉄筋との間にグラウト材を充填して、当該ねじ鉄筋の開口側端部を前記PC部材に定着するための定着構造であって、
前記ねじ鉄筋が挿通する貫通孔を備え、前記PC部材の凹部の底面に当接する定着板と、
前記定着板の前記PC部材の凹部の底面と当接する側の面とは反対側の面に当接するように、前記ねじ鉄筋に螺合するロックナットとを備えることを特徴とする鉄筋の定着構造。
Insert the screw rebar into a rebar insertion hole that opens at the bottom of the recess provided on the surface of the PC member, and fill the grout material between the rebar insertion hole and the screw rebar, and open the screw rebar on the opening side. A fixing structure for fixing an end to the PC member,
A fixing plate having a through-hole through which the screw rebar is inserted, and abutting against the bottom surface of the concave portion of the PC member;
Reinforcing bar fixing structure comprising: a lock nut that is screwed into the threaded reinforcing bar so as to be in contact with a surface opposite to a surface that is in contact with the bottom surface of the concave portion of the PC member of the fixing plate. .
鉄筋を、PC部材に設けられた凹部の底面に開口する鉄筋挿通孔に挿通し、前記鉄筋挿通孔と前記鉄筋との間にグラウト材を充填して、当該鉄筋の開口側端部を前記PC部材に定着するための定着方法であって、
前記鉄筋の先端に外周面に螺条の形成された螺条部材を接合し、
内周面に螺条の形成された孔部を有する定着部材を、前記孔部を前記螺条部材の外周に螺合させることにより前記螺条部材に取付け、
前記鉄筋を前記鉄筋挿通孔に挿入することを特徴とする鉄筋の定着方法。
The reinforcing bar is inserted into a reinforcing bar insertion hole that opens at the bottom of the recess provided in the PC member, and a grout material is filled between the reinforcing bar insertion hole and the reinforcing bar, and the opening side end of the reinforcing bar is connected to the PC. A fixing method for fixing to a member,
Join the thread member in which the thread is formed on the outer peripheral surface to the tip of the reinforcing bar,
A fixing member having a hole formed with a thread on the inner peripheral surface is attached to the thread member by screwing the hole to the outer periphery of the thread member,
A method for fixing a reinforcing bar, comprising inserting the reinforcing bar into the reinforcing bar insertion hole.
ねじ鉄筋を、PC部材に設けられた凹部の底面に開口する鉄筋挿通孔に挿通し、前記鉄筋挿通孔と前記ねじ鉄筋との間にグラウト材を充填して、当該ねじ鉄筋の開口側端部を前記PC部材に定着するための定着方法であって、
外側へ延出するつば状の定着部と、貫通孔とを備えた定着部材を、前記PC部材の前記凹部の底面に露出するように、前記PC部材の前記鉄筋挿通孔の端部に埋設し、
第1のロックナットを、前記定着部材の前記PC部材の前記凹部の底面に露出する側とは反対側に当接するように前記PC部材の前記鉄筋挿通孔に埋設し、
前記ねじ鉄筋を、前記定着部材の貫通孔を挿通し、前記第1のロックナットと螺合するように前記鉄筋挿入孔に挿入し、
第2のロックナットを、前記定着部材の前記PC部材の前記凹部の底面に露出する側に当接するように前記ねじ鉄筋に螺合させることを特徴とする鉄筋の定着方法。
Insert the screw rebar into a rebar insertion hole that opens to the bottom surface of the recess provided in the PC member, and fill the grout material between the rebar insertion hole and the screw rebar, and open the end of the screw rebar A fixing method for fixing to the PC member,
A fixing member having a collar-shaped fixing portion extending outward and a through hole is embedded in an end portion of the reinforcing bar insertion hole of the PC member so as to be exposed at the bottom surface of the concave portion of the PC member. ,
The first lock nut is embedded in the reinforcing bar insertion hole of the PC member so as to contact the side of the fixing member opposite to the side exposed to the bottom surface of the concave portion of the PC member,
The screw rebar is inserted through the through hole of the fixing member and inserted into the rebar insertion hole so as to be screwed with the first lock nut,
A rebar fixing method, wherein a second lock nut is screwed into the screw rebar so as to abut on a side of the fixing member exposed to the bottom surface of the concave portion of the PC member.
ねじ鉄筋を、PC部材に設けられた凹部の底面に開口する鉄筋挿通孔に挿通し、前記鉄筋挿通孔と前記ねじ鉄筋との間にグラウト材を充填して、当該ねじ鉄筋の開口側端部を前記PC部材に定着するための定着方法であって、
貫通孔を備えた定着板を、前記貫通孔を前記ねじ鉄筋が挿通するように前記PC部材の前記凹部の底面に当接させ、
ロックナットを、前記定着板の前記PC部材の前記凹部の底面と当接する側の面とは反対側の面に当接するように前記ねじ鉄筋に螺合させることを特徴とする鉄筋の定着構造。
Insert the screw rebar into a rebar insertion hole that opens to the bottom surface of the recess provided in the PC member, and fill the grout material between the rebar insertion hole and the screw rebar, and open the end of the screw rebar A fixing method for fixing to the PC member,
A fixing plate having a through hole is brought into contact with the bottom surface of the concave portion of the PC member so that the screw rebar is inserted through the through hole;
A rebar fixing structure, wherein a lock nut is screwed into the screw rebar so as to contact a surface opposite to a surface of the fixing plate that is in contact with the bottom surface of the concave portion of the PC member.
部材を貫通する鉄筋挿通孔と、底面に前記鉄筋挿通孔が開口する凹部とを備える第1のPC部材と、
主筋と、前記主筋に接続され、端面に鉄筋の挿入口が開口する機械式継手とを備え、前記鉄筋挿通孔と前記機械式継手とが略一直線上に位置するように配置された第2のPC部材とを接合する構造であって、
一端が前記機械式継手内まで到達するように前記鉄筋挿通孔に挿通された鉄筋と、
前記鉄筋の他端側端部に接合され、外周面に螺条の形成された螺条部材と、
内周面に螺条の形成された孔部を有し、この孔部が前記螺条部材の外周に螺合することにより前記螺条部材に取付けられた定着部材と、
前記機械式継手内、前記第1のPC部材と第2のPC部材との間の目地、及び前記鉄筋と前記鉄筋挿通孔との隙間に充填されたグラウト材と、を備えることを特徴とするPC部材の接合構造。
A first PC member comprising a reinforcing bar insertion hole penetrating the member, and a recess in which the reinforcing bar insertion hole opens on the bottom surface;
A second reinforcing bar that is connected to the main reinforcing bar and has a mechanical joint that opens at an end face of the reinforcing bar, and the reinforcing bar insertion hole and the mechanical coupling are arranged in a substantially straight line; A structure for joining a PC member,
A rebar inserted through the rebar insertion hole so that one end reaches into the mechanical joint;
A thread member joined to the other end of the reinforcing bar and having a thread formed on the outer peripheral surface;
A fixing member attached to the thread member by having a hole formed with a thread on the inner peripheral surface, and the hole is screwed to the outer periphery of the thread member;
In the mechanical joint, a joint between the first PC member and the second PC member, and a grout material filled in a gap between the reinforcing bar and the reinforcing bar insertion hole are provided. PC member joining structure.
部材を貫通する鉄筋挿通孔と、底面に前記鉄筋挿通孔が開口する凹部とを備える第1のPC部材と、
主筋と、前記主筋に接続され、端面に鉄筋の挿入口が開口する機械式継手とを備え、前記鉄筋挿通孔と前記機械式継手とが略一直線上に位置するように配置された第2のPC部材とを接合する構造であって、
先端が前記機械式継手内まで到達するように前記鉄筋挿通孔に挿通され、外周面に螺条が形成されたねじ鉄筋と、
外側へ延出するつば状の定着部と、貫通孔とを備え、前記第1のPC部材の凹部の底面に露出するように前記第1のPC部材の前記鉄筋挿通孔の端部に埋設され、前記貫通孔に前記ねじ鉄筋が挿通する定着部材と、
前記定着部材の前記第1のPC部材の凹部の底面に露出する側とは反対側に当接するように前記第1のPC部材の前記鉄筋挿通孔に埋設され、前記ねじ鉄筋と螺合する第1のロックナットと、
前記定着部材の前記第1のPC部材の凹部の底面に露出する側に当接し、前記ねじ鉄筋に螺合する第2のロックナットと、
前記機械式継手内、前記第1のPC部材と第2のPC部材との間の目地、及び前記鉄筋と前記鉄筋挿通孔との隙間に充填されたグラウト材と、を備えることを特徴とするPC部材の接合構造。
A first PC member comprising a reinforcing bar insertion hole penetrating the member, and a recess in which the reinforcing bar insertion hole opens on the bottom surface;
A second reinforcing bar that is connected to the main reinforcing bar and has a mechanical joint that opens at an end face of the reinforcing bar, and the reinforcing bar insertion hole and the mechanical coupling are arranged in a substantially straight line; A structure for joining a PC member,
A threaded reinforcing bar that is inserted into the reinforcing bar insertion hole so that the tip reaches the inside of the mechanical joint, and a thread is formed on the outer peripheral surface;
A flange-shaped fixing portion extending outward and a through hole are embedded in the end portion of the reinforcing bar insertion hole of the first PC member so as to be exposed at the bottom surface of the concave portion of the first PC member. A fixing member through which the screw rebar is inserted into the through hole;
The fixing member is embedded in the reinforcing bar insertion hole of the first PC member so as to be in contact with the side opposite to the side exposed to the bottom surface of the recess of the first PC member, and is screwed into the screw reinforcing bar. 1 lock nut,
A second lock nut that contacts the side of the fixing member exposed to the bottom surface of the recess of the first PC member and is screwed into the screw rebar;
In the mechanical joint, a joint between the first PC member and the second PC member, and a grout material filled in a gap between the reinforcing bar and the reinforcing bar insertion hole are provided. PC member joining structure.
部材を貫通する鉄筋挿通孔と、底面に前記鉄筋挿通孔が開口する凹部とを備える第1のPC部材と、
主筋と、前記主筋に接続され、端面に鉄筋の挿入口が開口する機械式継手とを備え、前記鉄筋挿通孔と前記機械式継手とが略一直線上に位置するように配置された第2のPC部材とを接合する構造であって、
先端が前記機械式継手内まで到達するように前記鉄筋挿通孔に挿通され、外周面に螺条が形成されたねじ鉄筋と、
前記ねじ鉄筋が挿通する貫通孔を備え、前記第1のPC部材の凹部の底面に当接する定着板と、
前記定着板の前記第1のPC部材の凹部の底面と当接する側の面と反対側の面に当接するように、前記ねじ鉄筋に締め付けられたロックナットと、
前記機械式継手内、前記第1のPC部材と第2のPC部材との間の目地、及び前記鉄筋と前記鉄筋挿通孔との隙間に充填されたグラウト材と、を備えることを特徴とするPC部材の接合構造。
A first PC member comprising a reinforcing bar insertion hole penetrating the member, and a recess in which the reinforcing bar insertion hole opens on the bottom surface;
A second reinforcing bar that is connected to the main reinforcing bar and has a mechanical joint that opens at an end face of the reinforcing bar, and the reinforcing bar insertion hole and the mechanical coupling are arranged in a substantially straight line; A structure for joining a PC member,
A threaded reinforcing bar that is inserted into the reinforcing bar insertion hole so that the tip reaches the inside of the mechanical joint, and a thread is formed on the outer peripheral surface;
A fixing plate having a through-hole through which the screw rebar is inserted, and abutting against a bottom surface of the concave portion of the first PC member;
A lock nut fastened to the screw rebar so as to abut the surface opposite to the surface abutting the bottom surface of the concave portion of the first PC member of the fixing plate;
In the mechanical joint, a joint between the first PC member and the second PC member, and a grout material filled in a gap between the reinforcing bar and the reinforcing bar insertion hole are provided. PC member joining structure.
前記第1のPC部材は、前記鉄筋挿通孔と前記第1のPC部材の表面とを結ぶグラウト排出孔を備えることを特徴とする請求項8又は9記載のPC部材の接合構造。   The said 1st PC member is equipped with the grout discharge hole which connects the said reinforcing-bar insertion hole and the surface of the said 1st PC member, The joining structure of the PC member of Claim 8 or 9 characterized by the above-mentioned. 部材を貫通する鉄筋挿通孔と、底面に前記鉄筋挿通孔が開口する凹部とを備える第1のPC部材と、
主筋と、前記主筋に接続され、端面に鉄筋の挿入口が開口する機械式継手とを備え、前記鉄筋挿通孔と前記機械式継手とが略一直線上に位置するように配置された第2のPC部材とを接合する方法であって、
鉄筋の一端に外周面に螺条の形成された螺条部材を接合し、
内周面に螺条の形成された孔部を有する定着部材を、前記孔部を前記螺条部材の外周に螺合させることにより前記螺条部材に取付け、
前記鉄筋を、他端が前記機械式継手内まで到達するように前記鉄筋挿通孔に挿通し、
前記機械式継手内、前記第1のPC部材と第2のPC部材との間の目地、及び前記鉄筋と前記鉄筋挿通孔との隙間にグラウト材を充填することを特徴とするPC部材の接合方法。
A first PC member comprising a reinforcing bar insertion hole penetrating the member, and a recess in which the reinforcing bar insertion hole opens on the bottom surface;
A second reinforcing bar that is connected to the main reinforcing bar and has a mechanical joint that opens at an end face of the reinforcing bar, and the reinforcing bar insertion hole and the mechanical coupling are arranged in a substantially straight line; A method of joining a PC member,
Join the thread member with the thread formed on the outer peripheral surface to one end of the rebar,
A fixing member having a hole formed with a thread on the inner peripheral surface is attached to the thread member by screwing the hole to the outer periphery of the thread member,
The rebar is inserted through the rebar insertion hole so that the other end reaches into the mechanical joint,
The joint of PC members, wherein a grout material is filled in the mechanical joint, the joint between the first PC member and the second PC member, and the gap between the reinforcing bar and the reinforcing bar insertion hole. Method.
部材を貫通する鉄筋挿通孔と、底面に前記鉄筋挿通孔が開口する凹部とを備える第1のPC部材と、
主筋と、前記主筋に接続され、端面に鉄筋の挿入口が開口する機械式継手とを備え、前記鉄筋挿通孔と前記機械式継手とが略一直線上に位置するように配置された第2のPC部材とを接合する方法であって、
外側へ延出するつば状の定着部と、貫通孔とを備えた定着部材を、前記第1のPC部材の凹部の底面に露出するように前記第1のPC部材の前記鉄筋挿通孔の端部に、埋設し、
第1のロックナットを、前記定着部材の前記第1のPC部材の凹部の底面に露出する側とは反対側に当接するように前記第1のPC部材の前記鉄筋挿通孔に埋設し、
外周面に螺条が形成されたねじ鉄筋を、前記定着部材の貫通孔を挿通し、前記第1のロックナットと螺合し、かつ、先端が前記機械式継手内まで到達するように前記鉄筋挿通孔に挿通し、
第2のロックナットを、前記定着部材の前記第1のPC部材の凹部の底面に露出する側に当接するように前記ねじ鉄筋に螺合させ、
前記機械式継手内、前記第1のPC部材と第2のPC部材との間の目地、及び前記鉄筋と前記鉄筋挿通孔との隙間にグラウト材を充填することを特徴とするPC部材の接合方法。
A first PC member comprising a reinforcing bar insertion hole penetrating the member, and a recess in which the reinforcing bar insertion hole opens on the bottom surface;
A second reinforcing bar that is connected to the main reinforcing bar and has a mechanical joint that opens at an end face of the reinforcing bar, and the reinforcing bar insertion hole and the mechanical coupling are arranged in a substantially straight line; A method of joining a PC member,
An end of the reinforcing bar insertion hole of the first PC member so that a fixing member having a collar-shaped fixing portion extending outward and a through hole is exposed on the bottom surface of the concave portion of the first PC member. Buried in the department,
The first lock nut is embedded in the reinforcing bar insertion hole of the first PC member so as to abut the side opposite to the side exposed to the bottom surface of the concave portion of the first PC member of the fixing member,
The rebar having a thread formed on the outer peripheral surface is inserted through the through hole of the fixing member, is screwed with the first lock nut, and the tip reaches the inside of the mechanical joint. Insert it through the insertion hole,
A second lock nut is screwed into the threaded reinforcing bar so as to contact the side of the fixing member exposed to the bottom surface of the recess of the first PC member;
The joint of PC members, wherein a grout material is filled in the mechanical joint, the joint between the first PC member and the second PC member, and the gap between the reinforcing bar and the reinforcing bar insertion hole. Method.
部材を貫通する鉄筋挿通孔と、底面に前記鉄筋挿通孔が開口する凹部とを備える第1のPC部材と、
主筋と、前記主筋に接続され、端面に鉄筋の挿入口が開口する機械式継手とを備え、前記鉄筋挿通孔と前記機械式継手とが略一直線上に位置するように配置された第2のPC部材とを接合する方法であって、
外周面に螺条が形成されたねじ鉄筋を、先端が前記機械式継手内まで到達するように前記鉄筋挿通孔に挿通し、
貫通孔を備えた定着板を、前記貫通孔を前記ねじ鉄筋が挿通するように前記第1のPC部材の凹部の底面に当接させ、
ロックナットを、前記定着板の前記第1のPC部材の凹部の底面と当接する側の面と反対側の面に当接するように、前記ねじ鉄筋に螺合させ、
前記機械式継手内、前記第1のPC部材と第2のPC部材との間の目地、及び前記鉄筋と前記鉄筋挿通孔との隙間にグラウト材を充填することを特徴とするPC部材の接合方法。
A first PC member comprising a reinforcing bar insertion hole penetrating the member, and a recess in which the reinforcing bar insertion hole opens on the bottom surface;
A second reinforcing bar that is connected to the main reinforcing bar and has a mechanical joint that opens at an end face of the reinforcing bar, and the reinforcing bar insertion hole and the mechanical coupling are arranged in a substantially straight line; A method of joining a PC member,
Insert the threaded rebar with the thread formed on the outer peripheral surface through the rebar insertion hole so that the tip reaches the mechanical joint,
A fixing plate having a through hole is brought into contact with the bottom surface of the concave portion of the first PC member so that the screw rebar is inserted through the through hole;
A lock nut is screwed into the screw rebar so as to come into contact with the surface opposite to the surface of the fixing plate that comes into contact with the bottom surface of the recess of the first PC member,
The joint of PC members, wherein a grout material is filled in the mechanical joint, the joint between the first PC member and the second PC member, and the gap between the reinforcing bar and the reinforcing bar insertion hole. Method.
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Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2012001936A (en) * 2010-06-15 2012-01-05 Ohbayashi Corp Frame erection method
CN108532834A (en) * 2018-06-22 2018-09-14 中国五冶集团有限公司 A kind of assembled architecture frame column reperfusion structure
JP2019214860A (en) * 2018-06-12 2019-12-19 株式会社竹中工務店 Junction structure

Citations (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH10131397A (en) * 1996-10-28 1998-05-19 Kajima Corp Anchor structure of shear reinforcing bar and anchor plate used for the same structure
JPH10147978A (en) * 1996-11-19 1998-06-02 Nippon Splice Sleeve Kk Vertical member joining and erecting method for precast reinforced concrete
JP2790045B2 (en) * 1994-07-01 1998-08-27 大成プレハブ株式会社 Method of joining precast concrete plate and its joining structure
JP2967816B1 (en) * 1998-05-21 1999-10-25 株式会社ツヅキ Balcony structure
JP2001012012A (en) * 1999-06-30 2001-01-16 Fujita Corp Anchor plate attaching construction for deformed reinforcing bar
JP2001132164A (en) * 1999-11-01 2001-05-15 Tokyo Tekko Co Ltd Method for forming fixing structure of deformed reinforcing bar
JP2001159214A (en) * 1999-12-01 2001-06-12 Godo Steel Ltd Reinforcing bar mounting method for anchor plate
JP2004059123A (en) * 2002-07-31 2004-02-26 Jfe Plant & Service Corp Retaining wall for silo, manufacturing method for retaining wall for silo, and product block used as retaining wall for silo
JP2006104854A (en) * 2004-10-07 2006-04-20 Sumitomo Mitsui Construction Co Ltd Column-beam joint structure of building and its joint method

Patent Citations (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2790045B2 (en) * 1994-07-01 1998-08-27 大成プレハブ株式会社 Method of joining precast concrete plate and its joining structure
JPH10131397A (en) * 1996-10-28 1998-05-19 Kajima Corp Anchor structure of shear reinforcing bar and anchor plate used for the same structure
JPH10147978A (en) * 1996-11-19 1998-06-02 Nippon Splice Sleeve Kk Vertical member joining and erecting method for precast reinforced concrete
JP2967816B1 (en) * 1998-05-21 1999-10-25 株式会社ツヅキ Balcony structure
JP2001012012A (en) * 1999-06-30 2001-01-16 Fujita Corp Anchor plate attaching construction for deformed reinforcing bar
JP2001132164A (en) * 1999-11-01 2001-05-15 Tokyo Tekko Co Ltd Method for forming fixing structure of deformed reinforcing bar
JP2001159214A (en) * 1999-12-01 2001-06-12 Godo Steel Ltd Reinforcing bar mounting method for anchor plate
JP2004059123A (en) * 2002-07-31 2004-02-26 Jfe Plant & Service Corp Retaining wall for silo, manufacturing method for retaining wall for silo, and product block used as retaining wall for silo
JP2006104854A (en) * 2004-10-07 2006-04-20 Sumitomo Mitsui Construction Co Ltd Column-beam joint structure of building and its joint method

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2012001936A (en) * 2010-06-15 2012-01-05 Ohbayashi Corp Frame erection method
JP2019214860A (en) * 2018-06-12 2019-12-19 株式会社竹中工務店 Junction structure
JP7110535B2 (en) 2018-06-12 2022-08-02 株式会社竹中工務店 Joint structure
CN108532834A (en) * 2018-06-22 2018-09-14 中国五冶集团有限公司 A kind of assembled architecture frame column reperfusion structure
CN108532834B (en) * 2018-06-22 2023-08-18 中国五冶集团有限公司 Assembled building frame post fills structure

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