JP2003253814A - Bar arrangement and anchorage method and anchorage used for the same method - Google Patents

Bar arrangement and anchorage method and anchorage used for the same method

Info

Publication number
JP2003253814A
JP2003253814A JP2002059416A JP2002059416A JP2003253814A JP 2003253814 A JP2003253814 A JP 2003253814A JP 2002059416 A JP2002059416 A JP 2002059416A JP 2002059416 A JP2002059416 A JP 2002059416A JP 2003253814 A JP2003253814 A JP 2003253814A
Authority
JP
Japan
Prior art keywords
reinforcing bar
strip
hook
reinforced concrete
engaging
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Granted
Application number
JP2002059416A
Other languages
Japanese (ja)
Other versions
JP4005387B2 (en
Inventor
Shigeki Unjo
茂樹 運上
Junichi Hoshikuma
順一 星隈
Akihiko Shiojima
亮彦 塩島
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Maeda Corp
Toda Corp
Public Works Research Center
Sumitomo Construction Co Ltd
Tokyu Construction Co Ltd
PS Mitsubishi Construction Co Ltd
National Research and Development Agency Public Works Research Institute
Original Assignee
Public Works Research Institute
Maeda Corp
Toda Corp
Public Works Research Center
Sumitomo Construction Co Ltd
Tokyu Construction Co Ltd
PS Mitsubishi Construction Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Public Works Research Institute, Maeda Corp, Toda Corp, Public Works Research Center, Sumitomo Construction Co Ltd, Tokyu Construction Co Ltd, PS Mitsubishi Construction Co Ltd filed Critical Public Works Research Institute
Priority to JP2002059416A priority Critical patent/JP4005387B2/en
Publication of JP2003253814A publication Critical patent/JP2003253814A/en
Application granted granted Critical
Publication of JP4005387B2 publication Critical patent/JP4005387B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Landscapes

  • Reinforcement Elements For Buildings (AREA)

Abstract

<P>PROBLEM TO BE SOLVED: To provide a bar arrangement and anchorage method allowing a single reinforcement to surely anchor an intermediate hoop to a hoop and to surely anchor the hoop to an axial reinforcement, highly improving the workability compared with the conventional method, and suppressing the cost relatively to low and to provide an anchorage used for the same method. <P>SOLUTION: This bar arrangement and anchorage method suppresses swelling of the hoop and the axial reinforcement disposed inside the cross section of a reinforced concrete structure such as a reinforced concrete bridge and a reinforced concrete column for a building. This method is characterized in that an engagement hole 13 formed in one end part of the anchorage 10 is passed around and engaged with the intermediate hoop 4 beforehand, a hook part 7 approximately vertically bent and formed in an end part of the intermediate hoop is hooked to and arranged in the hoop 3, an engagement hole 14 formed in the other end part of the anchorage is passed around and engaged with the hook part 7 from its tip side, and the intermediate hoop 4 is anchored to the hoop 3. <P>COPYRIGHT: (C)2003,JPO

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【発明の属する技術分野】この発明は、鉄筋コンクリー
ト橋脚、建築物の鉄筋コンクリート柱など鉄筋コンクリ
ート構造物の断面内部に配置される帯鉄筋や軸方向鉄筋
のはらみだしを抑制するための配筋定着方法及び該方法
に用いられる定着具に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a reinforcing bar fixing method for suppressing the protrusion of strip reinforcing bars or axial reinforcing bars arranged inside the cross section of a reinforced concrete structure such as a reinforced concrete bridge pier or a reinforced concrete column of a building, and a method for fixing the reinforcement. The present invention relates to a fixing tool used in the method.

【0002】[0002]

【従来の技術】鉄筋コンクリート構造物、例えば図11
に示す鉄筋コンクリート柱1においては、大地震時に塑
性化することを考慮して耐震設計しており、その耐震性
を高めるため、該柱の断面内部に配置される中間帯鉄筋
4を、その両端部に形成した半円形フックもしくは鋭角
フック5を帯鉄筋3に引っ掛けて定着させている。これ
により帯鉄筋3や軸方向鉄筋2の外側へのはらみだしを
抑制する構造となっている。しかしながら、中間帯鉄筋
4の両端部に半円形フックもしくは鋭角フック5を形成
して帯鉄筋3に引っ掛けるのは、施工上非常に難しい。
そのため、図12(A)に示すように2本の鉄筋4a,
4bを断面内部で一部重ね合わせて中間帯鉄筋4とした
り、同(B)に示すように対向端部を機械式継手4c等
を用いて接続して中間帯鉄筋4とする構造が従来より用
いられている。
2. Description of the Related Art Reinforced concrete structures, for example FIG.
The reinforced concrete column 1 shown in Fig. 1 is designed for earthquake resistance in consideration of plasticization during a large earthquake, and in order to enhance its earthquake resistance, the intermediate strip rebar 4 placed inside the cross section of the column is provided with both ends thereof. The semi-circular hook or the acute-angled hook 5 formed in the above is hooked on the belt reinforcing bar 3 and fixed. As a result, the structure is such that the strip reinforcing bars 3 and the axial reinforcing bars 2 are prevented from protruding outward. However, it is very difficult in construction to form the semicircular hooks or the acute-angled hooks 5 on both ends of the intermediate strip reinforcing bar 4 and hook them on the strip reinforcing bar 3.
Therefore, as shown in FIG. 12 (A), two reinforcing bars 4a,
4b is partially overlapped in the cross section to form an intermediate strip rebar 4, or as shown in FIG. 4B, a structure in which the opposite ends are connected by using a mechanical joint 4c or the like to form the intermediate strip rebar 4 is more conventional. It is used.

【0003】ところで、2本の鉄筋を断面内部で重ね合
わせて中間帯鉄筋とする方法では、断面内部で鉄筋が輻
輳するため、施工が煩雑となるという問題点がある。ま
た、機械式継手等で接続して中間帯鉄筋とする方法で
は、別途継手等を用意する必要があるため、コストアッ
プとなるという問題点がある。
By the way, in the method of forming two intermediate reinforcing bars by superposing two reinforcing bars inside the cross section, there is a problem that the construction becomes complicated because the reinforcing bars converge inside the cross section. Further, in the method of connecting with a mechanical joint or the like to form the intermediate strip rebar, it is necessary to separately prepare a joint or the like, which causes a problem of cost increase.

【0004】[0004]

【発明が解決しようとする課題】そこでこの発明は、前
記のような従来の問題点を解決し、1本の鉄筋で中間帯
鉄筋の帯鉄筋への定着並びに帯鉄筋の軸方向鉄筋への定
着が確実に行え、その施工性も従来に比して格段に改善
することができ、コストも比較的安価に抑えることがで
きる配筋定着方法及び該方法に用いられる定着具を提供
することを目的とする。
SUMMARY OF THE INVENTION Therefore, the present invention solves the above-mentioned problems of the prior art, and the fixing of the intermediate strip reinforcing bar to the strip reinforcing bar and the fixing of the strip reinforcing bar to the axial direction reinforcing bar with one reinforcing bar. It is an object of the present invention to provide a bar arrangement fixing method and a fixing tool used for the method, which can reliably perform the workability, can significantly improve the workability of the method, and can keep the cost relatively low. And

【0005】[0005]

【課題を解決するための手段】前記目的を達成するた
め、請求項1に記載した配筋定着方法の発明は、鉄筋コ
ンクリート橋脚、建築物の鉄筋コンクリート柱など鉄筋
コンクリート構造物の断面内部に配置される帯鉄筋や軸
方向鉄筋のはらみだしを抑制するための配筋定着方法で
あって、定着具の一端部に形成した係合孔を予め中間帯
鉄筋に通して係合させておく一方、前記中間帯鉄筋の端
部にほぼ直角に折り曲げ形成されたフック部を帯鉄筋に
引っ掛けて配筋した後、前記定着具の他端部に形成した
係合孔を前記フック部にその先端側から通して係合する
ことにより中間帯鉄筋を帯鉄筋に定着させることを特徴
とする。
In order to achieve the above-mentioned object, the invention of the reinforcing bar fixing method according to claim 1 is a strip arranged inside a cross section of a reinforced concrete structure such as a reinforced concrete bridge pier or a reinforced concrete column of a building. A reinforcing bar fixing method for suppressing the protrusion of reinforcing bars or axial reinforcing bars, wherein an engaging hole formed at one end of a fixing tool is passed through an intermediate reinforcing bar in advance for engagement, and After hooking a hook portion bent almost at a right angle on the end portion of the reinforcing bar to arrange the reinforcing bar, an engaging hole formed at the other end portion of the fixing tool is passed through the hook portion from its tip side to engage. It is characterized by fixing the intermediate strip reinforcing bar to the strip reinforcing bar by combining.

【0006】請求項2に記載した定着具の発明は、請求
項1の配筋定着方法に用いられるもので、一端部に予め
中間帯鉄筋に通して係合可能な係合孔が形成され、他端
部に中間帯鉄筋のフック部にその先端側から通して係合
可能な係合孔が形成されていることを特徴とする。請求
項3に記載した定着具の発明は、請求項2において、一
端部に形成された係合孔と他端部に形成された係合孔が
互いに連通する1個のリング体からなっていることを特
徴とする。
The invention of the fixing device described in claim 2 is used in the reinforcing bar fixing method according to claim 1, wherein an engaging hole is formed at one end in advance so as to be engageable with the intermediate reinforcing bar. It is characterized in that an engaging hole is formed at the other end so that the hook portion of the intermediate band reinforcing bar can be engaged with the hook portion from the tip side thereof. According to a third aspect of the present invention, there is provided a fixing device according to the second aspect, wherein the engagement hole formed at one end portion and the engagement hole formed at the other end portion are connected to each other by one ring body. It is characterized by

【0007】請求項4に記載した配筋定着方法の発明
は、鉄筋コンクリート橋脚、建築物の鉄筋コンクリート
柱など鉄筋コンクリート構造物の断面内部に配置される
帯鉄筋や軸方向鉄筋のはらみだしを抑制するための配筋
定着方法であって、中間帯鉄筋の端部にほぼ直角に折り
曲げ形成されたフック部を帯鉄筋に引っ掛けて配筋した
後、定着具の一端部に形成した係合孔を前記フック部に
その先端側から通して係合するとともに、定着具の他端
部に形成した係合フックを中間帯鉄筋に引っ掛けて係合
することにより中間帯鉄筋を帯鉄筋に定着させることを
特徴とする。
The invention of the reinforcing bar fixing method described in claim 4 is for suppressing the protrusion of strip reinforcing bars or axial reinforcing bars arranged inside the cross section of a reinforced concrete structure such as a reinforced concrete bridge pier or a reinforced concrete column of a building. A method for arranging reinforcing bars, wherein hook portions formed by bending an end portion of an intermediate belt reinforcing bar at a substantially right angle are hooked on the reinforcing bars to arrange the bars, and then an engaging hole formed at one end of the fixing tool is provided with the hook portion. And the engaging hook formed at the other end of the fixing tool is hooked on and engaged with the intermediate strip rebar to fix the intermediate strip rebar to the strip rebar. .

【0008】請求項5に記載した定着具の発明は、請求
項4の配筋定着方法に用いられるもので、一端部に中間
帯鉄筋のフック部にその先端側から通して係合する係合
孔が形成され、他端部に該中間帯鉄筋に引っ掛けて係合
する係合フックが形成されていることを特徴とする。請
求項6に記載した定着具の発明は、請求項4の配筋定着
方法に用いられるもので、中間部で180°反転するよ
うに捻られ、一端部に中間帯鉄筋のフック部にその先端
側から通して係合する係合孔が形成され、他端部に前記
捻りによりばね性が付与されて開閉可能となり、該中間
帯鉄筋に引っ掛けて係合する1対の係合フックが形成さ
れていることを特徴とする。
The invention of the fixing device described in claim 5 is used in the reinforcing bar fixing method according to claim 4, in which one end is engaged with the hook portion of the intermediate strip rebar from its tip side. A hole is formed, and an engaging hook that hooks and engages with the intermediate strip reinforcing bar is formed at the other end. The invention of the fixing device described in claim 6 is used in the reinforcing bar fixing method according to claim 4, and is twisted so as to be inverted by 180 ° at the intermediate part, and the tip is attached to the hook part of the intermediate strip rebar at one end From the side, an engaging hole is formed to be engaged therethrough, and the other end portion is provided with a spring property by the twist so that it can be opened and closed, and a pair of engaging hooks that are hooked to and engaged with the intermediate band reinforcing bar are formed. It is characterized by

【0009】請求項7に記載した定着具の発明は、請求
項4の配筋定着方法に用いられるもので、リング体を具
え、該リング体の一端部に中間帯鉄筋のフック部にその
先端側から通して係合する係合孔が形成され、他端部に
該中間帯鉄筋に引っ掛けて係合する係合フックが形成さ
れ、この係合フックは、前記リング体の一部に、外部負
荷がかかると内側に傾動して開き、外部負荷がかからな
いと元の位置に復帰して閉じる開閉片を有することを特
徴とする。請求項8に記載した定着具の発明は、請求項
4の配筋定着方法に用いられるもので、U字状の本体を
具え、該本体の閉塞側一端部に中間帯鉄筋のフック部に
その先端側から通して係合する係合孔が形成され、他端
部に該中間帯鉄筋に引っ掛けて係合する係合フックが形
成され、この係合フックは、前記本体の他端部を閉塞す
る閉塞具を有することを特徴とする。
The invention of a fixing tool described in claim 7 is used in the reinforcing bar fixing method according to claim 4, comprising a ring body, and one end portion of the ring body has a hook portion of an intermediate strip reinforcing bar at its tip. An engaging hole is formed to be engaged therethrough from the side, and an engaging hook is formed at the other end for hooking and engaging with the intermediate reinforcing bar. It is characterized by having an opening / closing piece that tilts inward to open when a load is applied, and returns to its original position and closes when an external load is not applied. The invention of a fixing tool described in claim 8 is used in the reinforcing bar fixing method according to claim 4, comprising a U-shaped main body, and a hook part of the intermediate strip reinforcing bar at one end of the main body on the closed side. An engagement hole is formed which is engaged through from the front end side, and an engagement hook which is hooked and engaged with the intermediate band rebar is formed at the other end portion, and the engagement hook closes the other end portion of the main body. It is characterized by having an obturator that operates.

【0010】請求項9に記載した配筋定着方法の発明
は、鉄筋コンクリート橋脚、建築物の鉄筋コンクリート
柱など鉄筋コンクリート構造物の断面内部に配置される
帯鉄筋や軸方向鉄筋のはらみだしを抑制するための配筋
定着方法であって、定着具の一端部に形成した係合孔を
予め帯鉄筋に通して係合させておく一方、中間帯帯鉄筋
の端部にほぼ直角に折り曲げ形成されたフック部を前記
定着具の他端部に形成した係合孔に引っ掛けて係合させ
ることにより中間帯鉄筋を帯鉄筋に定着させることを特
徴とする。
The invention of a reinforcing bar fixing method according to claim 9 is for suppressing the protrusion of strip reinforcing bars and axial reinforcing bars arranged inside the cross section of a reinforced concrete structure such as a reinforced concrete bridge pier or a reinforced concrete column of a building. A method of reinforcing bar arrangement, wherein an engaging hole formed at one end of the fixing tool is preliminarily engaged with the reinforcing bar through a hook, and a hook portion formed by bending the end of the intermediate band reinforcing bar at a substantially right angle. Is hooked into and engaged with an engaging hole formed in the other end of the fixing tool to fix the intermediate strip reinforcing bar to the strip reinforcing bar.

【0011】請求項10に記載した定着具の発明は、請
求項9の配筋定着方法に用いられるもので、帯鉄筋に予
め係合される係合孔を有する第1のリング部と、該リン
グ部に連結され、中間帯帯鉄筋の端部にほぼ直角に折り
曲げ形成されたフック部がその先端側から係合される係
合孔を有する第2のリング部とを具えたことを特徴とす
る。
According to a tenth aspect of the present invention, which is used in the reinforcing bar fixing method according to the ninth aspect, there is provided a first ring portion having an engaging hole which is pre-engaged with a reinforcing bar, and And a second ring portion having an engaging hole that is engaged with the ring portion and is bent substantially at a right angle to the end portion of the intermediate strip rebar, and the hook portion is engaged from the tip end side thereof. To do.

【0012】請求項11に記載した配筋定着方法の発明
は、鉄筋コンクリート橋脚、建築物の鉄筋コンクリート
柱など鉄筋コンクリート構造物の断面内部に配置される
帯鉄筋や軸方向鉄筋のはらみだしを抑制するための配筋
定着方法であって、定着具を中間帯鉄筋のフック部を含
む端部に被着した後、該定着具を被着した中間帯鉄筋の
フック部を帯鉄筋に引っ掛けて配筋することにより中間
帯鉄筋を帯鉄筋に定着させることを特徴とする。
The invention of the reinforcing bar fixing method according to claim 11 is for suppressing the protrusion of strip reinforcing bars and axial reinforcing bars arranged inside the cross section of a reinforced concrete structure such as a reinforced concrete bridge pier or a reinforced concrete column of a building. A bar arrangement fixing method, which comprises applying a fixing tool to an end portion including a hook portion of an intermediate strip reinforcing bar, and hooking the hook part of the intermediate strip reinforcing bar having the fixing tool attached to the strip reinforcing bar. Is characterized in that the intermediate strip reinforcing bar is fixed to the strip reinforcing bar.

【0013】請求項12に記載した定着具の発明は、請
求項11の配筋定着方法に用いられるもので、側面から
みて略L型を呈し、底面の長さ方向全長に中間帯鉄筋の
フック部を含む端部を上面及び側面から覆って被着可能
な凹所を有することを特徴とする。
The invention of a fixing device described in claim 12 is used in the reinforcing bar fixing method according to claim 11, and is substantially L-shaped when viewed from the side, and the hook of the intermediate reinforcing bar is provided along the entire length in the longitudinal direction of the bottom surface. It is characterized in that it has a recessed portion that can be attached by covering the end portion including the portion from the upper surface and the side surface.

【0014】請求項13に記載した配筋定着方法の発明
は、鉄筋コンクリート橋脚、建築物の鉄筋コンクリート
柱など鉄筋コンクリート構造物の断面内部に配置される
帯鉄筋や軸方向鉄筋のはらみだしを抑制するための配筋
定着方法であって、定着具の一端部に形成した係合孔を
予め帯鉄筋に係合させておく一方、帯鉄筋の端部にほぼ
直角に折り曲げ形成されたフック部を軸方向鉄筋に引っ
掛けて配筋した後、前記定着具の他端部に形成した係合
孔を前記フック部にその先端側から係合することにより
帯鉄筋を軸方向鉄筋に定着させることを特徴とする。
The invention of the reinforcing bar fixing method according to claim 13 is for suppressing the protrusion of strip reinforcing bars or axial reinforcing bars arranged inside the cross section of a reinforced concrete structure such as a reinforced concrete bridge pier or a reinforced concrete column of a building. In a reinforcing bar arrangement method, an engaging hole formed at one end of a fixing tool is engaged with a strip reinforcing bar in advance, while a hook portion bent at a substantially right angle to the end of the strip reinforcing bar is axially rebar. After arranging by hooking to, the engaging hole formed in the other end portion of the fixing tool is engaged with the hook portion from the tip end side to fix the strip reinforcing bar to the axial reinforcing bar.

【0015】請求項14に記載した配筋定着方法の発明
は、鉄筋コンクリート橋脚、建築物の鉄筋コンクリート
柱など鉄筋コンクリート構造物の断面内部に配置される
帯鉄筋や軸方向鉄筋のはらみだしを抑制するための配筋
定着方法であって、中間帯鉄筋の端部にほぼ直角に折り
曲げ形成されたフック部を帯鉄筋に添うように当接させ
て配筋した後、該フック部と帯鉄筋を定着具でクリップ
することにより中間帯鉄筋を帯鉄筋に定着させることを
特徴とする。
The invention of a reinforcing bar fixing method as set forth in claim 14 is for suppressing the protrusion of strip reinforcing bars and axial reinforcing bars arranged inside the cross section of a reinforced concrete structure such as a reinforced concrete bridge pier or a reinforced concrete column of a building. A reinforcing bar fixing method, in which a hook formed by bending a right angle at an end of an intermediate belt reinforcing bar is contacted along the reinforcing bar to arrange the bar, and then the hook and the reinforcing bar are fixed by a fixing tool. It is characterized in that the intermediate strip reinforcing bar is fixed to the strip reinforcing bar by clipping.

【0016】請求項15に記載した定着具の発明は、請
求項14の配筋定着方法に用いられるもので、中間帯鉄
筋のフック部と帯鉄筋をクリップすることが可能な大き
さの軸方向孔が形成された本体を具え、該本体にはフッ
ク部又は帯鉄筋を前記軸方向孔に通すための軸方向開口
部が切欠形成されていることを特徴とする。
The invention of a fixing device described in claim 15 is used in the reinforcing bar fixing method according to claim 14, wherein the hook portion of the intermediate strip reinforcing bar and the axial direction of the size capable of clipping the strip reinforcing bar. It is characterized in that it comprises a main body having a hole formed therein, and that the main body is provided with a notch formed in an axial opening for passing a hook portion or a reinforcing bar through the axial hole.

【0017】請求項16に記載した定着具の発明は、鉄
筋コンクリート橋脚、建築物の鉄筋コンクリート柱など
鉄筋コンクリート構造物の断面内部に配置される帯鉄筋
や軸方向鉄筋のはらみだしを抑制するための配筋定着方
法であって、第1の帯鉄筋の端部にほぼ直角に折り曲げ
形成されたフック部を軸方向鉄筋に引っ掛けて配筋する
とともに、第2の帯鉄筋の端部にほぼ直角に折り曲げ形
成されたフック部を第1の帯鉄筋のフック部と反対側か
ら前記軸方向鉄筋に上下に添うように当接させて引っ掛
けて配筋した後、第1の帯鉄筋のフック部と第2の帯鉄
筋及び第2の帯鉄筋のフック部と第1の帯鉄筋を定着具
の一端部及び他端部に形成した係合部で係合することに
より帯鉄筋を軸方向鉄筋に定着させることを特徴とす
る。
The invention of a fixing tool described in claim 16 is a bar arrangement for suppressing the protrusion of strip bars and axial reinforcing bars arranged inside the cross section of a reinforced concrete structure such as a reinforced concrete bridge pier or a reinforced concrete column of a building. A fixing method, in which hook portions formed by bending at a substantially right angle to the end portion of the first strip reinforcing bar are hooked to the axial direction reinforcing bar to arrange the bar, and at the same time bent at the end portion of the second strip reinforcing bar. The hook portion of the first band rebar is contacted and hooked from the side opposite to the hook part of the first band rebar so as to go up and down along the axial rebar, and the bar is arranged. It is possible to fix the strip reinforcing bar to the axial reinforcing bar by engaging the hook portions of the strip reinforcing bar and the second strip reinforcing bar and the first strip reinforcing bar with the engaging portions formed at one end and the other end of the fixing tool. Characterize.

【0018】請求項17に記載した定着具の発明は、請
求項16の配筋定着方法に用いられるもので、一端部に
第1の帯鉄筋のフック部と第2の帯鉄筋の当接部を係合
する係合部が形成され、他端部に第2の帯鉄筋のフック
部と第1の帯鉄筋の当接部を係合する係合部が形成され
ていることを特徴とする。
The invention of a fixing tool described in claim 17 is used in the reinforcing bar fixing method according to claim 16, wherein the hook part of the first reinforcing bar and the contact part of the second reinforcing bar are provided at one end. Is formed, and the other end is formed with an engaging portion that engages the hook portion of the second strip reinforcing bar and the contact portion of the first strip reinforcing bar. .

【0019】請求項18に記載した配筋定着方法の発明
は、鉄筋コンクリート橋脚、建築物の鉄筋コンクリート
柱など鉄筋コンクリート構造物の断面内部に配置される
帯鉄筋や軸方向鉄筋のはらみだしを抑制するための配筋
定着方法であって、第1の帯鉄筋の端部にほぼ直角に折
り曲げ形成されたフック部を軸方向鉄筋に引っ掛けて配
筋するとともに、第2の帯鉄筋の端部にほぼ直角に折り
曲げ形成されたフック部を第1の帯鉄筋のフック部と反
対側から前記軸方向鉄筋に上下に添うように当接させて
引っ掛けて配筋した後、第1の帯鉄筋のフック部と第2
の帯鉄筋又は第2の帯鉄筋のフック部と第1の帯鉄筋を
定着具でクリップすることにより帯鉄筋を軸方向鉄筋に
定着させることを特徴とする。
The invention of the reinforcing bar fixing method as set forth in claim 18 is for suppressing the protrusion of strip reinforcing bars and axial reinforcing bars arranged inside the cross section of a reinforced concrete structure such as a reinforced concrete bridge pier or a reinforced concrete column of a building. A reinforcing bar fixing method, in which hook portions formed by bending the end portion of the first band reinforcing bar at a substantially right angle are hooked on the axial direction reinforcing bar to arrange the bar and at the same time, at a right angle to the end part of the second band reinforcing bar. The bent hook portion is abutted on the axial reinforcing bar from the side opposite to the hook portion of the first strip reinforcing bar so as to be vertically aligned and hooked to arrange the hook part of the first reinforcing bar and the hook part. Two
The first reinforcing bar is fixed to the axial reinforcing bar by clipping the hook portion of the second reinforcing bar or the second reinforcing bar and the first reinforcing bar with a fixing tool.

【0020】請求項19に記載した定着具の発明は、請
求項18の配筋定着方法に用いられるもので、第1の帯
鉄筋のフック部と第2の帯鉄筋又は第2の帯鉄筋のフッ
ク部と第1の帯鉄筋をクリップすることが可能な大きさ
の軸方向孔が形成された本体を具え、該本体にはフック
部又は帯鉄筋を前記軸方向孔に通すための軸方向開口部
が切欠形成されていることを特徴とする。
The invention of a fixing tool described in claim 19 is used in the reinforcing bar fixing method according to claim 18, wherein the hook portion of the first band reinforcing bar and the second band reinforcing bar or the second band reinforcing bar is used. The main body includes an axial hole having a size capable of clipping the hook portion and the first reinforcing bar, and the main body has an axial opening for passing the hook portion or the reinforcing bar through the axial hole. The portion is notched.

【0021】[0021]

【発明の実施の形態】この発明の実施の形態を、添付図
面を参照して説明する。図1〜図4は第1の実施の形態
を示す。図1は図11,12に示すような鉄筋コンクリ
ート柱の断面内部に多数配置される軸方向鉄筋、帯鉄筋
及び中間帯鉄筋のうち、説明の便宜上、1組を抽出して
表わしたものである。図において、2は軸方向鉄筋、3
は帯鉄筋、4は中間帯鉄筋をそれぞれ示し、ここでは定
着具として金属コネクタ10を用いて中間帯鉄筋4を帯
鉄筋3に定着する方法が図示されている。
BEST MODE FOR CARRYING OUT THE INVENTION Embodiments of the present invention will be described with reference to the accompanying drawings. 1 to 4 show a first embodiment. FIG. 1 shows a set of a plurality of axial reinforcing bars, band reinforcing bars and intermediate band reinforcing bars arranged in the cross section of a reinforced concrete column as shown in FIGS. 11 and 12 for convenience of explanation. In the figure, 2 is an axial rebar, 3
Indicates a strip reinforcing bar, and 4 indicates an intermediate strip reinforcing bar. Here, a method of fixing the intermediate strip reinforcing bar 4 to the strip reinforcing bar 3 by using the metal connector 10 as a fixing tool is illustrated.

【0022】コネクタ10は図2に示すように1個の扁
平金属製リング体11からなっている。リング体11は
長さ方向に中間帯鉄筋4や帯鉄筋3が挿通可能な大きさ
の孔部12を有し、該孔部は一端部に形成された係合孔
13と他端部に形成された係合孔14が互いに連通する
ことにより形成されている。また中間帯鉄筋4の端部に
はフック部7がほぼ直角に折り曲げて形成されている。
フック部7の長さはリング体11の孔部12の長さより
は小さくなっている。
As shown in FIG. 2, the connector 10 comprises a flat metal ring body 11. The ring body 11 has a hole portion 12 having a size through which the intermediate band reinforcing bar 4 and the band reinforcing bar 3 can be inserted in the length direction, and the hole part is formed at the engaging hole 13 formed at one end and at the other end. The formed engaging holes 14 are formed by communicating with each other. Further, a hook portion 7 is formed by bending the end portion of the intermediate strip reinforcing bar 4 at a substantially right angle.
The length of the hook portion 7 is smaller than the length of the hole portion 12 of the ring body 11.

【0023】コネクタ10を用いて中間帯鉄筋4を帯鉄
筋3に定着するにはコネクタ10の係合孔13を予めフ
ック部7の先端側から中間帯鉄筋4に通して係合孔14
が下向きとなる垂下状に係合させておく(図1左図)。
そして、このコネクタ10を係合させた中間帯鉄筋4の
フック部7をその先端が下向きとなるように帯鉄筋3に
引っ掛けて配筋する。しかる後、コネクタ10の係合孔
14を矢印で示すようにフック部7にその先端側から係
合する(図1右図)。これにより帯鉄筋3が中間帯鉄筋
4とコネクタ10で拘束され、中間帯鉄筋4は帯鉄筋3
に定着させられる。そして、コンクリートを打設前に中
間帯鉄筋4とコネクタ10の両端部を針金15等で結わ
えてコネクタ10が脱落しないようにするが、この作業
は以下に説明する変形例、第2の実施の形態以降の実施
の形態においても同様である。
In order to fix the intermediate strip reinforcing bar 4 to the strip reinforcing bar 3 using the connector 10, the engaging hole 13 of the connector 10 is previously passed through the intermediate strip reinforcing bar 4 from the tip end side of the hook portion 7 and the engaging hole 14 is formed.
Are engaged downward in a downward direction (Fig. 1, left view).
Then, the hook portion 7 of the intermediate strip reinforcing bar 4 with which the connector 10 is engaged is hooked on the strip reinforcing bar 3 so that the tip thereof is directed downwards and arranged. Thereafter, the engaging hole 14 of the connector 10 is engaged with the hook portion 7 from the tip side thereof as shown by an arrow (the right drawing in FIG. 1). As a result, the strip reinforcing bar 3 is restrained by the intermediate strip reinforcing bar 4 and the connector 10, and the intermediate strip reinforcing bar 4 is
Fixed in. Before the concrete is poured, both ends of the intermediate strip rebar 4 and the connector 10 are connected by a wire 15 or the like to prevent the connector 10 from falling off. This work is a modification example described below and the second embodiment. The same applies to the following embodiments.

【0024】図3は図1,2の変形例を示し、この例で
は一端部に係合孔16が形成され、他端部に係合フック
17が形成された金属コネクタ18を用いている。コネ
クタ18を用いて中間帯鉄筋4を帯鉄筋3に定着するに
は中間帯鉄筋4の端部にほぼ直角に折り曲げ形成された
フック部7をその先端が下向きとなるように帯鉄筋3に
引っ掛けて配筋した後、コネクタ18の係合孔16を中
間帯鉄筋4のフック部7にその先端側から通して係合す
るとともに、係合フック17を中間帯鉄筋4に引っ掛け
て係合する。これにより帯鉄筋3が中間帯鉄筋4とコネ
クタ18で拘束され、中間帯鉄筋4は帯鉄筋3に定着さ
せられる。
FIG. 3 shows a modification of FIGS. 1 and 2, in which a metal connector 18 having an engaging hole 16 formed at one end and an engaging hook 17 formed at the other end is used. To fix the intermediate strip reinforcing bar 4 to the strip reinforcing bar 3 by using the connector 18, hook the hook 7 formed by bending the end of the intermediate strip reinforcing bar 4 at a substantially right angle to the strip reinforcing bar 3 so that its tip faces downward. Then, the engaging hole 16 of the connector 18 is passed through the hook portion 7 of the intermediate strip reinforcing bar 4 from the tip end side thereof to engage with the engaging hook 17, and the engaging hook 17 is engaged with the intermediate strip reinforcing bar 4 by hooking. As a result, the strip reinforcing bar 3 is restrained by the intermediate strip reinforcing bar 4 and the connector 18, and the intermediate strip reinforcing bar 4 is fixed to the strip reinforcing bar 3.

【0025】図4(A),(B),(C)は図3の配筋
定着方法に用いられる金属コネクタの変形例を示すもの
である。図4(A)のコネクタ21は中間部で180°
反転するように捻られ、一端部に係合孔22が形成さ
れ、他端部に前記捻りによりばね性が付与されて開閉可
能となった1対の係合フック23が形成されている。中
間帯鉄筋4を帯鉄筋3に定着するにはコネクタ21の係
合孔22を中間帯鉄筋4のフック部7にその先端側から
通して係合するとともに、係合フック23を開き中間帯
鉄筋4に引っ掛けたうえで閉じて係合する。
FIGS. 4A, 4B and 4C show modifications of the metal connector used in the reinforcing bar fixing method of FIG. The connector 21 of FIG. 4 (A) is 180 ° in the middle part.
It is twisted so as to be inverted, an engagement hole 22 is formed at one end, and a pair of engagement hooks 23 are provided at the other end so as to be openable and closable by imparting a spring property by the twist. In order to fix the intermediate strip reinforcing bar 4 to the strip reinforcing bar 3, the engaging hole 22 of the connector 21 is passed through the hook portion 7 of the intermediate strip reinforcing bar 4 from its tip end side and engaged, and the engaging hook 23 is opened to open the intermediate strip reinforcing bar. It is hooked on 4, then closed and engaged.

【0026】図4(B)のコネクタ25はリング体26
を具え、該リング体の一端部に係合孔27が形成され、
他端部に係合フック28が形成されている。係合フック
28は開閉片29をリング体26の一部に有している。
すなわち、開閉片29は一端が枢支ピン30で枢支さ
れ、図示しない引っ張りばねにより常時は図示のように
閉じる位置に付勢されており、外部負荷がかかるとリン
グ体26の内側に傾動して開き、外部負荷がかからない
と前記ばねにより元の閉じる位置に復帰する。開閉片2
9の他端面は斜面に形成され、対応するリング体26の
端面に形成された斜面に突き合って係合可能になってい
る。このコネクタ25により中間帯鉄筋4を帯鉄筋3に
定着するにはコネクタ25の係合孔27を中間帯鉄筋4
のフック部7にその先端側から通して係合するととも
に、係合フック28を、開閉片29を中間帯鉄筋4に押
し当て開いて引っ掛けたうえで閉じて係合する。
The connector 25 of FIG. 4B is a ring body 26.
And an engagement hole 27 is formed at one end of the ring body,
An engaging hook 28 is formed at the other end. The engagement hook 28 has an opening / closing piece 29 in a part of the ring body 26.
That is, one end of the opening / closing piece 29 is pivotally supported by the pivot pin 30 and is normally urged to a closing position as shown by a tension spring (not shown). When an external load is applied, the opening / closing piece 29 tilts inside the ring body 26. Open, and when no external load is applied, the spring returns to the original closed position. Opening piece 2
The other end surface of 9 is formed into an inclined surface, and can be engaged with the inclined surface formed on the end surface of the corresponding ring body 26 by abutting against it. In order to fix the intermediate strip reinforcing bar 4 to the strip reinforcing bar 3 by the connector 25, the engaging hole 27 of the connector 25 is provided in the intermediate strip reinforcing bar 4.
The engaging hook 28 is engaged with the hook portion 7 from the front end side thereof, and the engaging hook 28 is opened and hooked by pressing the opening / closing piece 29 against the intermediate strip rebar 4 and then closed and engaged.

【0027】図4(C)のコネクタ32はU字状の本体
33を具え、該本体の閉塞側一端部に係合孔34が形成
され、他端部に係合フック35が形成されている。係合
フック35は本体33の他端部を閉塞する閉塞具36を
有している。この閉塞具36は本体33の他端部に設け
た図示しない取付孔に挿通されたボルト36aと、該ボ
ルトに螺合するナット36bとからなっている。このコ
ネクタ32により中間帯鉄筋4を帯鉄筋3に定着するに
はコネクタ32の係合孔34を中間帯鉄筋4のフック部
7にその先端側から通して係合するとともに、閉止具3
6をその取付前の本体33の開放側他端部を中間帯鉄筋
4に通した後にボルト36aを前記取付孔に挿通し、ナ
ット36bを螺合して締め付けることにより取り付け
る。これにより閉塞具36が係合フック35を形成し、
該フックを中間帯鉄筋4に引っ掛けて係合する。
The connector 32 of FIG. 4C has a U-shaped main body 33, an engaging hole 34 is formed at one closed end of the main body, and an engaging hook 35 is formed at the other end. . The engagement hook 35 has a closing tool 36 that closes the other end of the main body 33. The obturator 36 is composed of a bolt 36a inserted into a mounting hole (not shown) provided at the other end of the main body 33, and a nut 36b screwed into the bolt. In order to fix the intermediate strip reinforcing bar 4 to the strip reinforcing bar 3 by this connector 32, the engaging hole 34 of the connector 32 is engaged with the hook portion 7 of the intermediate strip reinforcing bar 4 from its tip end side, and the closure 3
After the other end of the main body 33 on the open side before attachment is passed through the intermediate strip rebar 4, the bolt 36a is inserted through the attachment hole, and the nut 36b is screwed and tightened. This causes the obturator 36 to form the engagement hook 35,
The hook is hooked on the intermediate strip reinforcing bar 4 and engaged.

【0028】図5は第2の実施の形態を示す。この実施
の形態では係合孔38を有する第1のリング部39と、
該リング部に連結され、係合孔40を有する第2のリン
グ部41を具えた金属コネクタ42を用いている。コネ
クタ42を用いて中間帯鉄筋4を帯鉄筋3に定着するに
はコネクタ42の係合孔38を予め帯鉄筋3に通して係
合させておく。そして、中間帯鉄筋4のフック部7をそ
の先端が下向きとなるようにコネクタ42の係合孔40
に引っ掛けて係合する。これにより中間帯鉄筋4は帯鉄
筋3に定着される。
FIG. 5 shows a second embodiment. In this embodiment, a first ring portion 39 having an engagement hole 38,
A metal connector 42 having a second ring portion 41 connected to the ring portion and having an engagement hole 40 is used. In order to fix the intermediate strip reinforcing bar 4 to the strip reinforcing bar 3 using the connector 42, the engaging hole 38 of the connector 42 is previously passed through the strip reinforcing bar 3 and engaged therewith. Then, the hook portion 7 of the intermediate band reinforcing bar 4 is engaged with the engaging hole 40 of the connector 42 so that the tip of the hook portion 7 faces downward.
To engage. Thereby, the intermediate reinforcing bar 4 is fixed to the reinforcing bar 3.

【0029】図6は第3の実施の形態を示す。この実施
の形態では中間帯鉄筋4の端部にフック部7を一部含ん
で取り付けられた側面からみて略L型で、かつ断面が略
コ字状の金属コネクタ43を用いている。コネクタ43
は中間帯鉄筋4を上面及び側面から覆って被着可能な凹
所44をその底面の長さ方向全長に有し、該凹所に中間
帯鉄筋4が嵌るように被着される。このコネクタ43を
用いて中間帯鉄筋4を帯鉄筋3に定着するにはコネクタ
43を図示のように中間帯鉄筋4の端部に被着する。そ
して、このコネクタ43を被着した中間帯鉄筋4のフッ
ク部7を帯鉄筋3に引っ掛けて配筋する。これにより帯
鉄筋3が中間帯鉄筋4とコネクタ43で拘束され、中間
帯鉄筋4は帯鉄筋3に定着させられる。
FIG. 6 shows a third embodiment. In this embodiment, a metal connector 43 having a substantially L-shape and a substantially U-shaped cross section is used as seen from the side surface which is attached to the end of the intermediate strip rebar 4 including a part of the hook 7. Connector 43
Has a recess 44 that can be attached to cover the intermediate strip rebar 4 from the upper surface and the side face, in the entire length of the bottom surface in the longitudinal direction, and the intermediate strip rebar 4 is attached to fit into the recess. To fix the intermediate strip reinforcing bar 4 to the strip reinforcing bar 3 using this connector 43, the connector 43 is attached to the end portion of the intermediate strip reinforcing bar 4 as shown in the drawing. Then, the hook portion 7 of the intermediate reinforcing bar 4 to which the connector 43 is attached is hooked on the reinforcing bar 3 to arrange the bars. As a result, the strip reinforcing bar 3 is restrained by the intermediate strip reinforcing bar 4 and the connector 43, and the intermediate strip reinforcing bar 4 is fixed to the strip reinforcing bar 3.

【0030】図7は第4の実施の形態を示す。この実施
の形態では第1の実施の形態で示したコネクタ10を用
いている。このコネクタ10を用いて帯鉄筋3を軸方向
鉄筋2に定着するにはコネクタ10の係合孔13を予め
帯鉄筋3に係合させておく。そして、帯鉄筋3の端部に
ほぼ直角に折り曲げ形成されたフック部45を軸方向鉄
筋2に引っ掛けて配筋した後、コネクタ10の他端部に
形成した係合孔14を帯鉄筋3のフック部45にその先
端側から係合する。これにより軸方向鉄筋2が帯鉄筋3
とコネクタ10で拘束され、帯鉄筋3は軸方向鉄筋2に
定着させられる。
FIG. 7 shows a fourth embodiment. In this embodiment, the connector 10 shown in the first embodiment is used. To fix the reinforcing bar 3 to the axial reinforcing bar 2 using the connector 10, the engaging hole 13 of the connector 10 is engaged with the reinforcing bar 3 in advance. Then, after hooking the hook portion 45 formed by bending the end portion of the strip reinforcing bar 3 at a substantially right angle to the axial direction reinforcing bar 2, the engaging hole 14 formed at the other end of the connector 10 is inserted into the engaging hole 14 of the strip reinforcing bar 3. The hook 45 is engaged from the tip side thereof. As a result, the axial rebar 2 becomes the strip rebar 3
With the connector 10, the strip reinforcing bar 3 is fixed to the axial reinforcing bar 2.

【0031】図8は第5の実施の形態を示す。この実施
の形態では中間帯鉄筋4の端部にほぼ直角に折り曲げ形
成されたフック部46、さらにその先端部に同様にほぼ
直角に折り曲げ形成されたフック部47からなって略U
字状に屈曲された、前記フック部46と帯鉄筋3をクリ
ップすることが可能な大きさの軸方向孔48が形成され
た本体50を具え、該本体にはフック部46又は帯鉄筋
3を軸方向孔48に通すための軸方向開口部51が切欠
形成されている金属クリップ52を用いている。このク
リップ52を用いて中間帯鉄筋4を帯鉄筋3に定着する
には中間帯鉄筋4のフック部46を帯鉄筋3に添うよう
に当接させて配筋した後、該フック部と帯鉄筋3を本体
50の軸方向孔48に通して同図(B)のようにクリッ
プする。このクリップはフック部46と帯鉄筋3を摩擦
力により圧接することにより行うが、他の方法で行って
もよい。これにより帯鉄筋3が中間帯鉄筋4とクリップ
52で拘束され、中間帯鉄筋4は帯鉄筋3に定着させら
れる。
FIG. 8 shows a fifth embodiment. In this embodiment, a hook portion 46 formed by bending the end portion of the intermediate strip reinforcing bar 4 at a substantially right angle and a hook portion 47 formed by bending at a front end portion thereof at a substantially right angle are substantially U-shaped.
A main body 50 bent in a letter shape and having an axial hole 48 having a size capable of clipping the hook portion 46 and the reinforcing bar 3 is provided, and the main body 50 is provided with the hook portion 46 or the reinforcing bar 3. A metal clip 52 is used in which an axial opening 51 for passing through the axial hole 48 is cut out. In order to fix the intermediate strip reinforcing bar 4 to the strip reinforcing bar 3 using the clip 52, the hook portion 46 of the intermediate strip reinforcing bar 4 is brought into contact with the strip reinforcing bar 3 so as to be arranged, and then the hook portion and the strip reinforcing bar are arranged. 3 is passed through the axial hole 48 of the main body 50 and clipped as shown in FIG. This clip is performed by pressing the hook portion 46 and the band reinforcing bar 3 with each other by a frictional force, but other methods may be used. As a result, the strip reinforcing bar 3 is restrained by the intermediate strip reinforcing bar 4 and the clip 52, and the intermediate strip reinforcing bar 4 is fixed to the strip reinforcing bar 3.

【0032】図9は第6の実施の形態を示す。この実施
の形態では全体が線材からなり、一端部に第1の帯鉄筋
3aのフック部55と第2の帯鉄筋3bの当接部を係合
する係合部56が形成され、他端部に第2の帯鉄筋3b
のフック部57と第1の帯鉄筋3aの当接部を係合する
係合部58が形成されている金属コネクタ60を用いて
いる。このコネクタ60を用いて帯鉄筋3a,3bを軸
方向鉄筋2に定着するには第1の帯鉄筋3aのフック部
55を軸方向鉄筋2に引っ掛けて配筋するとともに、第
2の帯鉄筋3bのフック部57を第1の帯鉄筋3aのフ
ック部55と反対側から軸方向鉄筋2に上下に添うよう
に当接させて引っ掛けて配筋した後、第1の帯鉄筋3a
のフック部55と第2の帯鉄筋3b及び第2の帯鉄筋3
bのフック部57と第1の帯鉄筋3aをコネクタ60の
一端部及び他端部に形成した係合部56,58で係合す
る。これにより第1の帯鉄筋3aと第2の帯鉄筋3bが
軸方向鉄筋2に定着させられる。
FIG. 9 shows a sixth embodiment. In this embodiment, the whole is made of a wire rod, and an engaging portion 56 for engaging the hook portion 55 of the first band reinforcing bar 3a and the abutting portion of the second band reinforcing bar 3b is formed at one end portion, and the other end portion is formed. To the second rebar 3b
The metal connector 60 in which the hook portion 57 and the engaging portion 58 for engaging the contact portion of the first reinforcing bar 3a are formed is used. To fix the reinforcing bars 3a, 3b to the axial reinforcing bar 2 by using this connector 60, the hook portion 55 of the first reinforcing bar 3a is hooked on the axial reinforcing bar 2 to arrange the bar and the second reinforcing bar 3b. After hooking the hook portion 57 of the first strip rebar 3a from the side opposite to the hook portion 55 of the first strip rebar 3a so as to be aligned with the axial rebar 2 and hooking it, the first strip rebar 3a
Hook portion 55, second reinforcing bar 3b, and second reinforcing bar 3
The hook portion 57 of b and the first reinforcing bar 3a are engaged with each other by engaging portions 56 and 58 formed at one end and the other end of the connector 60. As a result, the first reinforcing bar 3a and the second reinforcing bar 3b are fixed to the axial reinforcing bar 2.

【0033】図10は第7の実施の形態を示す。この実
施の形態では第1の帯鉄筋3aのフック部55と第2の
帯鉄筋3b又は第2の帯鉄筋3bのフック部57と第1
の帯鉄筋3aをクリップすることが可能な大きさの軸方
向孔62が形成された本体63を具え、該本体にはフッ
ク部又は帯鉄筋を軸方向孔62に通すための軸方向開口
部64が切欠形成されている金属クリップ65を用いて
いる。このクリップ65を用いて帯鉄筋3a,3bを軸
方向鉄筋2に定着するには第1の帯鉄筋3aのフック部
55を軸方向鉄筋2に引っ掛けて配筋するとともに、第
2の帯鉄筋3bのフック部57を第1の帯鉄筋3aのフ
ック部55と反対側から軸方向鉄筋2に上下に添うよう
に当接させて引っ掛けて配筋した後、第1の帯鉄筋3a
のフック部55と第2の帯鉄筋3bをクリップ65で同
図(B)のようにクリップする。このクリップもフック
部55と帯鉄筋3bを摩擦力により圧接することにより
行うが、他の方法で行ってもよい。これにより第1の帯
鉄筋3aと第2の帯鉄筋3bが軸方向鉄筋2に定着させ
られる。この場合、クリップ65でクリップするのは第
2の帯鉄筋3bのフック部57と第1の帯鉄筋3aとし
てもよく、あるいは両方をクリップしてもよい。
FIG. 10 shows a seventh embodiment. In this embodiment, the hook portion 55 of the first rebar 3a and the hook portion 57 of the second rebar 3b or the second rebar 3b and the first
The main body 63 is provided with an axial hole 62 having a size capable of clipping the strip reinforcing bar 3a, and the main body 63 has an axial opening 64 for passing the hook portion or the strip reinforcing bar through the axial hole 62. A metal clip 65 having a cutout is used. In order to fix the reinforcing bars 3a, 3b to the axial reinforcing bar 2 using the clip 65, the hook portion 55 of the first reinforcing bar 3a is hooked on the axial reinforcing bar 2 and arranged, and the second reinforcing bar 3b is also arranged. After hooking the hook portion 57 of the first strip rebar 3a from the side opposite to the hook portion 55 of the first strip rebar 3a so as to be aligned with the axial rebar 2 and hooking it, the first strip rebar 3a
The hook portion 55 and the second reinforcing bar 3b are clipped with a clip 65 as shown in FIG. This clip is also performed by pressing the hook portion 55 and the band reinforcing bar 3b into contact with each other by a frictional force, but other methods may be used. As a result, the first reinforcing bar 3a and the second reinforcing bar 3b are fixed to the axial reinforcing bar 2. In this case, the clip 65 may clip the hook portion 57 of the second reinforcing bar 3b and the first reinforcing bar 3a, or both of them.

【0034】尚、前記各実施の形態では定着具として金
属コネクタ10,18,21,25,32,42,4
3,60又は金属クリップ52,65を挙げて説明した
が、これはあくまでも好ましい一例であり、このような
金属コネクタ又は金属クリップに限定するものではな
い。また、材質も必ずしも金属(鋼材)である必要はな
く、ほかに例えばFRP、繊維材等を用いたものでもよ
い。また、実施の形態で示した金属コネクタ又は金属ク
リップの具体的な形状、構造などは実施に際し種々に設
計変更、修正してもよいことは勿論である。また、前記
各実施の形態では鉄筋コンクリート柱を例として説明し
たが、種々の鉄筋コンクリート構造物にも適用ができる
In each of the above-mentioned embodiments, the metal connectors 10, 18, 21, 25, 32, 42, 4 are used as fixing devices.
3, 60 or the metal clips 52, 65 have been described, but this is merely a preferable example, and the present invention is not limited to such a metal connector or metal clip. Further, the material does not necessarily have to be a metal (steel material), and other materials such as FRP or fiber material may be used. Further, it is needless to say that the specific shape, structure, etc. of the metal connector or the metal clip shown in the embodiment may be variously changed or modified in designing. Further, in each of the above-described embodiments, the reinforced concrete column has been described as an example, but it can be applied to various reinforced concrete structures.

【0035】[0035]

【発明の効果】この発明は前記のようであって、請求項
1,4,9,11,13,14,16,18に記載した
配筋定着方法によれば、1本の鉄筋で中間帯鉄筋の帯鉄
筋への定着並びに帯鉄筋の軸方向鉄筋への定着がきわめ
て容易かつ確実に行えて、施工性が従来のものに比して
格段に改善することができる。したがって、大地震時の
大きな塑性変形によって鉄筋コンクリート柱のかぶりコ
ンクリートが剥離しても、コアコンクリートが帯鉄筋に
定着された中間帯鉄筋により拘束されるため、帯鉄筋や
軸方向鉄筋の外側へのはらみだしを抑制でき、被害を最
小限に抑えることが可能となり、耐震性に優れたものと
なる。また、従来のように機械的継手等を使用しないた
め、コストも比較的安価に抑えることができる。さら
に、請求項2,3,5,6,7,8,10,12,1
5,17,19に記載した定着具によれば、前記配筋定
着方法を実施するに当り、その施工性を高める役目を果
たすことができるという優れた効果がある。
The present invention is as described above, and according to the reinforcing bar fixing method described in claims 1, 4, 9, 11, 13, 14, 16, 18, one intermediate bar is formed by one reinforcing bar. The fixing of the reinforcing bar to the strip reinforcing bar and the fixing of the strip reinforcing bar to the axial direction reinforcing bar can be performed very easily and surely, and the workability can be markedly improved as compared with the conventional one. Therefore, even if the cover concrete of a reinforced concrete column separates due to large plastic deformation during a large earthquake, the core concrete is constrained by the intermediate strip rebar anchored in the strip rebar, so that the outside reinforcement of the strip rebar and the axial rebar does not occur. Dashi can be suppressed, damage can be suppressed to a minimum, and it has excellent earthquake resistance. Further, unlike the conventional case, since no mechanical joint or the like is used, the cost can be kept relatively low. Furthermore, claims 2, 3, 5, 6, 7, 7, 8, 10, 12, 1
According to the fixing tools described in Nos. 5,17,19, there is an excellent effect that the workability can be enhanced when the reinforcing bar fixing method is performed.

【図面の簡単な説明】[Brief description of drawings]

【図1】この発明の第1の実施の形態を示す、要部斜視
図である。
FIG. 1 is a main part perspective view showing a first embodiment of the present invention.

【図2】同上の定着金具の正面図である。FIG. 2 is a front view of the fixing fitting of the above.

【図3】同上の変形例を示す、要部斜視図である。FIG. 3 is a perspective view of an essential part showing a modified example of the above.

【図4】同上の変形例で用いる定着金具の各種変形例を
示す正面図である。
FIG. 4 is a front view showing various modified examples of the fixing fitting used in the modified example.

【図5】第2の実施の形態を示す、要部斜視図である。FIG. 5 is a perspective view of an essential part showing a second embodiment.

【図6】(A)は第3の実施の形態を示す、要部斜視
図、(B)は(A)の線B−Bに沿う断面図である。
FIG. 6A is a perspective view of an essential part showing a third embodiment, and FIG. 6B is a sectional view taken along line BB of FIG.

【図7】第4の実施の形態を示す、要部斜視図である。FIG. 7 is a perspective view of an essential part showing a fourth embodiment.

【図8】(A)は第5の実施の形態を示す、要部斜視
図、(B)は(A)の線B−Bに沿う断面図である。
FIG. 8A is a perspective view of an essential part showing a fifth embodiment, and FIG. 8B is a sectional view taken along line BB of FIG.

【図9】第6の実施の形態を示す、要部斜視図である。FIG. 9 is a main part perspective view showing a sixth embodiment.

【図10】(A)は第7の実施の形態を示す、要部斜視
図、(B)は(A)の線B−Bに沿う断面図である。
FIG. 10A is a perspective view of an essential part showing a seventh embodiment, and FIG. 10B is a sectional view taken along line BB of FIG.

【図11】従来例を示す、鉄筋コンクリート柱の断面内
部の横断面図である。
FIG. 11 is a cross-sectional view of the inside of the cross section of a reinforced concrete column showing a conventional example.

【図12】(A),(B)は従来例を示す、鉄筋コンク
リート柱の断面内部の横断面図である。
12 (A) and 12 (B) are cross-sectional views of the inside of the cross section of a reinforced concrete column showing a conventional example.

【符号の説明】[Explanation of symbols]

1 鉄筋コンクリート柱
2 軸方向鉄筋 3 帯鉄筋
3a 第1の帯鉄筋 3b 第2の帯鉄筋
4 中間帯鉄筋 7,45,46,47,55,57 フック部 10,18,21,25,32,42,43,60 金
属コネクタ(定着具) 52,65 金属クリップ(定着具) 11 金属製リング体
12 孔部 13,14,16,22,27,34,38,40 係
合孔 17,23,28,35 係合フック
26 リング体26 29 開閉片
30 枢支ピン 33 U字状の本体
36 閉塞具 39 第1のリング部
41 第2のリング部 48,62 軸方向孔
50,63 本体 51,64 軸方向開口部
56,58 係合部
1 reinforced concrete columns
2 Axial rebar 3 Band rebar
3a 1st strip reinforcement 3b 2nd strip reinforcement
4 Intermediate band rebar 7, 45, 46, 47, 55, 57 Hook part 10, 18, 21, 25, 32, 42, 43, 60 Metal connector (fixing tool) 52, 65 Metal clip (fixing tool) 11 Made of metal Ring body
12 holes 13, 14, 16, 22, 27, 34, 38, 40 engaging holes 17, 23, 28, 35 engaging hooks
26 ring body 26 29 opening / closing piece
30 pivot pin 33 U-shaped body
36 Obturator 39 First ring part
41 Second ring portion 48, 62 Axial hole
50,63 Main body 51,64 Axial opening
56,58 Engagement part

───────────────────────────────────────────────────── フロントページの続き (71)出願人 000166432 戸田建設株式会社 東京都中央区京橋1丁目7番1号 (71)出願人 000183325 住友建設株式会社 東京都新宿区荒木町13番地の4 (71)出願人 000112196 株式会社ピーエス三菱 東京都中央区銀座7丁目16番12号 (71)出願人 000219875 東急建設株式会社 東京都渋谷区渋谷1丁目16番14号 (72)発明者 運上 茂樹 茨城県つくば市南原1番地6 独立行政法 人土木研究所内 (72)発明者 星隈 順一 茨城県つくば市南原1番地6 独立行政法 人土木研究所内 (72)発明者 塩島 亮彦 茨城県つくば市南原1番地6 独立行政法 人土木研究所内 Fターム(参考) 2E164 AA02 AA25 BA34 CA12 CA39   ─────────────────────────────────────────────────── ─── Continued front page    (71) Applicant 000166432             Toda Construction Co., Ltd.             1-7-1, Kyobashi, Chuo-ku, Tokyo (71) Applicant 000183325             Sumitomo Construction Co., Ltd.             4 at 13 Araki-cho, Shinjuku-ku, Tokyo (71) Applicant 000112196             PS Mitsubishi Corporation             7-16-12 Ginza, Chuo-ku, Tokyo (71) Applicant 000219875             Tokyu Construction Co., Ltd.             1-16-14 Shibuya, Shibuya-ku, Tokyo (72) Inventor Shigeki Unjou             6-1 Nambara, Tsukuba City, Ibaraki Prefecture             Civil Engineering Research Institute (72) Inventor Junichi Hoshikuma             6-1 Nambara, Tsukuba City, Ibaraki Prefecture             Civil Engineering Research Institute (72) Inventor Ryohiko Shiojima             6-1 Nambara, Tsukuba City, Ibaraki Prefecture             Civil Engineering Research Institute F-term (reference) 2E164 AA02 AA25 BA34 CA12 CA39

Claims (19)

【特許請求の範囲】[Claims] 【請求項1】 鉄筋コンクリート橋脚、建築物の鉄筋コ
ンクリート柱など鉄筋コンクリート構造物の断面内部に
配置される帯鉄筋や軸方向鉄筋のはらみだしを抑制する
ための配筋定着方法であって、定着具の一端部に形成し
た係合孔を予め中間帯鉄筋に通して係合させておく一
方、前記中間帯鉄筋の端部にほぼ直角に折り曲げ形成さ
れたフック部を帯鉄筋に引っ掛けて配筋した後、前記定
着具の他端部に形成した係合孔を前記フック部にその先
端側から通して係合することにより中間帯鉄筋を帯鉄筋
に定着させることを特徴とする配筋定着方法。
1. A reinforcing bar fixing method for suppressing the protrusion of strip reinforcing bars or axial reinforcing bars arranged inside the cross section of a reinforced concrete structure such as a reinforced concrete bridge pier or a reinforced concrete column of a building, which is one end of a fixing tool. While engaging the engaging hole formed in the part through the intermediate strip reinforcing bar in advance, after hooking the hook part formed by bending the end part of the intermediate strip reinforcing bar at a substantially right angle to the strip reinforcing bar and arranging, A reinforcing bar fixing method, characterized in that an intermediate strip reinforcing bar is fixed to a strip reinforcing bar by engaging an engaging hole formed at the other end of the fixing tool with the hook part from the tip side thereof to engage with the hook part.
【請求項2】 請求項1の配筋定着方法に用いられるも
ので、一端部に予め中間帯鉄筋に通して係合可能な係合
孔が形成され、他端部に中間帯鉄筋のフック部にその先
端側から通して係合可能な係合孔が形成されていること
を特徴とする定着具。
2. The reinforcing bar fixing method according to claim 1, wherein an engaging hole is formed at one end in advance so as to be engageable with the intermediate rebar, and the other end has a hook portion of the intermediate rebar. A fixing tool having an engaging hole formed through the front end of the fixing hole.
【請求項3】 一端部に形成された係合孔と他端部に形
成された係合孔が互いに連通する1個のリング体からな
っている請求項2記載の定着具。
3. The fixing device according to claim 2, wherein the engagement hole formed at one end portion and the engagement hole formed at the other end portion are composed of a single ring body that communicates with each other.
【請求項4】 鉄筋コンクリート橋脚、建築物の鉄筋コ
ンクリート柱など鉄筋コンクリート構造物の断面内部に
配置される帯鉄筋や軸方向鉄筋のはらみだしを抑制する
ための配筋定着方法であって、中間帯鉄筋の端部にほぼ
直角に折り曲げ形成されたフック部を帯鉄筋に引っ掛け
て配筋した後、定着具の一端部に形成した係合孔を前記
フック部にその先端側から通して係合するとともに、定
着具の他端部に形成した係合フックを中間帯鉄筋に引っ
掛けて係合することにより中間帯鉄筋を帯鉄筋に定着さ
せることを特徴とする配筋定着方法。
4. A reinforcing bar fixing method for suppressing the protrusion of strip reinforcing bars or axial reinforcing bars arranged inside the cross section of a reinforced concrete structure such as a reinforced concrete bridge pier or a reinforced concrete column of a building. After hooking the hook portion formed by bending the end portion at a substantially right angle to the bar reinforcing bar, the engaging hole formed at one end portion of the fixing tool is engaged with the hook portion through the tip side thereof, A reinforcing bar fixing method characterized in that an engaging hook formed at the other end of the fixing tool is hooked on and engaged with an intermediate reinforcing bar to fix the intermediate reinforcing bar to the reinforcing bar.
【請求項5】 請求項4の配筋定着方法に用いられるも
ので、一端部に中間帯鉄筋のフック部にその先端側から
通して係合する係合孔が形成され、他端部に該中間帯鉄
筋に引っ掛けて係合する係合フックが形成されているこ
とを特徴とする定着具。
5. The reinforcing bar fixing method according to claim 4, wherein an engaging hole is formed at one end for engaging the hook portion of the intermediate strip reinforcing bar from the tip side thereof, and the other end is provided with the engaging hole. A fixing tool, characterized in that an engaging hook is formed which hooks and engages with the intermediate strip reinforcing bar.
【請求項6】 請求項4の配筋定着方法に用いられるも
ので、中間部で180°反転するように捻られ、一端部
に中間帯鉄筋のフック部にその先端側から通して係合す
る係合孔が形成され、他端部に前記捻りによりばね性が
付与されて開閉可能となり、該中間帯鉄筋に引っ掛けて
係合する1対の係合フックが形成されていることを特徴
とする定着具。
6. The reinforcing bar arrangement method according to claim 4, wherein the intermediate part is twisted so as to be inverted by 180 °, and one end is engaged with a hook part of the intermediate strip rebar from its tip side. An engagement hole is formed, a spring property is imparted to the other end by the twist so as to be opened and closed, and a pair of engagement hooks that are hooked and engaged with the intermediate band reinforcing bar are formed. Fixing tool.
【請求項7】 請求項4の配筋定着方法に用いられるも
ので、リング体を具え、該リング体の一端部に中間帯鉄
筋のフック部にその先端側から通して係合する係合孔が
形成され、他端部に該中間帯鉄筋に引っ掛けて係合する
係合フックが形成され、この係合フックは、前記リング
体の一部に、外部負荷がかかると内側に傾動して開き、
外部負荷がかからないと元の位置に復帰して閉じる開閉
片を有することを特徴とする定着具。
7. The method according to claim 4, further comprising a ring body, wherein one end of the ring body is engaged with a hook portion of an intermediate strip reinforcing bar from an end thereof to engage with the hook hole. Is formed, and an engaging hook that hooks and engages with the intermediate strip reinforcing bar is formed at the other end, and the engaging hook opens inwardly when a part of the ring body is subjected to an external load. ,
A fixing tool having an opening / closing piece that returns to its original position and closes when no external load is applied.
【請求項8】 請求項4の配筋定着方法に用いられるも
ので、U字状の本体を具え、該本体の閉塞側一端部に中
間帯鉄筋のフック部にその先端側から通して係合する係
合孔が形成され、他端部に該中間帯鉄筋に引っ掛けて係
合する係合フックが形成され、この係合フックは、前記
本体の他端部を閉塞する閉塞具を有することを特徴とす
る定着具。
8. The reinforcing bar fixing method according to claim 4, further comprising a U-shaped main body, wherein one end of the main body on the closed side is engaged with the hook portion of the intermediate strip rebar from the tip side thereof. An engaging hole is formed, and an engaging hook that hooks and engages with the intermediate strip reinforcing bar is formed at the other end, and the engaging hook has a closing tool that closes the other end of the main body. A characteristic fixing tool.
【請求項9】 鉄筋コンクリート橋脚、建築物の鉄筋コ
ンクリート柱など鉄筋コンクリート構造物の断面内部に
配置される帯鉄筋や軸方向鉄筋のはらみだしを抑制する
ための配筋定着方法であって、定着具の一端部に形成し
た係合孔を予め帯鉄筋に通して係合させておく一方、中
間帯帯鉄筋の端部にほぼ直角に折り曲げ形成されたフッ
ク部を前記定着具の他端部に形成した係合孔に引っ掛け
て係合させることにより中間帯鉄筋を帯鉄筋に定着させ
ることを特徴とする配筋定着方法。
9. A reinforcing bar fixing method for suppressing the protrusion of strip reinforcing bars or axial reinforcing bars arranged inside the cross section of a reinforced concrete structure such as a reinforced concrete bridge pier or a reinforced concrete column of a building, which is one end of a fixing tool. While engaging the engaging hole formed in the portion through the strip reinforcing bar in advance, the hook portion formed at the other end of the fixing tool is bent at a substantially right angle to the end of the intermediate strip reinforcing bar. A reinforcing bar fixing method characterized in that an intermediate strip reinforcing bar is fixed to a strip reinforcing bar by hooking and engaging with a dowel hole.
【請求項10】 請求項9の配筋定着方法に用いられる
もので、帯鉄筋に予め係合される係合孔を有する第1の
リング部と、該リング部に連結され、中間帯帯鉄筋の端
部にほぼ直角に折り曲げ形成されたフック部がその先端
側から係合される係合孔を有する第2のリング部とを具
えたことを特徴とする定着具。
10. A first ring part having an engaging hole to be pre-engaged with a reinforcing bar and an intermediate band reinforcing bar connected to the ring part, which is used for the reinforcing bar fixing method according to claim 9. And a second ring portion having an engaging hole that is engaged with the hook portion formed at a substantially right angle at the end portion of the fixing portion.
【請求項11】 鉄筋コンクリート橋脚、建築物の鉄筋
コンクリート柱など鉄筋コンクリート構造物の断面内部
に配置される帯鉄筋や軸方向鉄筋のはらみだしを抑制す
るための配筋定着方法であって、定着具を中間帯鉄筋の
フック部を含む端部に被着した後、該定着具を被着した
中間帯鉄筋のフック部を帯鉄筋に引っ掛けて配筋するこ
とにより中間帯鉄筋を帯鉄筋に定着させることを特徴と
する配筋定着方法。
11. A reinforcing bar fixing method for suppressing the protrusion of strip reinforcing bars or axial reinforcing bars arranged inside the cross section of a reinforced concrete structure such as a reinforced concrete bridge pier or a reinforced concrete column of a building, the fixing tool being an intermediate member. After attaching to the end portion including the hook portion of the strip reinforcing bar, the hook portion of the intermediate strip reinforcing bar to which the fixing tool is attached is hooked on the strip reinforcing bar to arrange the intermediate strip reinforcing bar to the strip reinforcing bar. A characteristic method of reinforcing the bar arrangement.
【請求項12】 請求項11の配筋定着方法に用いられ
るもので、側面からみて略L型を呈し、底面の長さ方向
全長に中間帯鉄筋のフック部を含む端部を上面及び側面
から覆って被着可能な凹所を有することを特徴とする定
着具。
12. The method for reinforcing bar arrangement according to claim 11, wherein the end is substantially L-shaped when viewed from the side, and the end including the hook portion of the intermediate strip rebar is provided from the top surface and the side surface in the entire length in the length direction of the bottom surface. A fixing tool having a recess that can be covered and attached.
【請求項13】 鉄筋コンクリート橋脚、建築物の鉄筋
コンクリート柱など鉄筋コンクリート構造物の断面内部
に配置される帯鉄筋や軸方向鉄筋のはらみだしを抑制す
るための配筋定着方法であって、定着具の一端部に形成
した係合孔を予め帯鉄筋に係合させておく一方、帯鉄筋
の端部にほぼ直角に折り曲げ形成されたフック部を軸方
向鉄筋に引っ掛けて配筋した後、前記定着具の他端部に
形成した係合孔を前記フック部にその先端側から係合す
ることにより帯鉄筋を軸方向鉄筋に定着させることを特
徴とする配筋定着方法。
13. A reinforcing bar fixing method for suppressing the protrusion of strip bars or axial reinforcing bars arranged inside the cross section of a reinforced concrete structure such as a reinforced concrete bridge pier or a reinforced concrete column of a building, which is one end of a fixing tool. While engaging the engaging hole formed in the portion with the strip reinforcing bar in advance, after hooking the hook portion formed by bending the end portion of the strip reinforcing bar at a substantially right angle to the axial direction reinforcing bar to arrange the bar, A reinforcing bar fixing method characterized in that a belt reinforcing bar is fixed to an axial reinforcing bar by engaging an engaging hole formed at the other end with the hook part from the tip side thereof.
【請求項14】 鉄筋コンクリート橋脚、建築物の鉄筋
コンクリート柱など鉄筋コンクリート構造物の断面内部
に配置される帯鉄筋や軸方向鉄筋のはらみだしを抑制す
るための配筋定着方法であって、中間帯鉄筋の端部にほ
ぼ直角に折り曲げ形成されたフック部を帯鉄筋に添うよ
うに当接させて配筋した後、該フック部と帯鉄筋を定着
具でクリップすることにより中間帯鉄筋を帯鉄筋に定着
させることを特徴とする配筋定着方法。
14. A reinforcing bar fixing method for suppressing squeezing out of reinforcing bars or axial reinforcing bars arranged inside the cross section of a reinforced concrete structure such as a reinforced concrete bridge pier or a reinforced concrete column of a building, which comprises: After hooking the hook part that is bent almost at a right angle to the end so as to be along the strip reinforcing bar and arranging it, the hook part and the strip reinforcing bar are clipped by the fixing tool to fix the intermediate strip reinforcing bar to the strip reinforcing bar. A method for fixing a bar arrangement characterized by:
【請求項15】 請求項14の配筋定着方法に用いられ
るもので、中間帯鉄筋のフック部と帯鉄筋をクリップす
ることが可能な大きさの軸方向孔が形成された本体を具
え、該本体にはフック部又は帯鉄筋を前記軸方向孔に通
すための軸方向開口部が切欠形成されていることを特徴
とする定着具。
15. A body for use in the reinforcing bar fixing method according to claim 14, comprising a main body formed with an axial hole having a size capable of clipping the hook portion of the intermediate bar and the bar. A fixing tool characterized in that an axial opening is formed in the main body so as to allow a hook portion or a reinforcing bar to pass through the axial hole.
【請求項16】 鉄筋コンクリート橋脚、建築物の鉄筋
コンクリート柱など鉄筋コンクリート構造物の断面内部
に配置される帯鉄筋や軸方向鉄筋のはらみだしを抑制す
るための配筋定着方法であって、第1の帯鉄筋の端部に
ほぼ直角に折り曲げ形成されたフック部を軸方向鉄筋に
引っ掛けて配筋するとともに、第2の帯鉄筋の端部にほ
ぼ直角に折り曲げ形成されたフック部を第1の帯鉄筋の
フック部と反対側から前記軸方向鉄筋に上下に添うよう
に当接させて引っ掛けて配筋した後、第1の帯鉄筋のフ
ック部と第2の帯鉄筋及び第2の帯鉄筋のフック部と第
1の帯鉄筋を定着具の一端部及び他端部に形成した係合
部で係合することにより帯鉄筋を軸方向鉄筋に定着させ
ることを特徴とする配筋定着方法。
16. A reinforcing bar fixing method for suppressing squeezing out of strip reinforcing bars and axial reinforcing bars arranged inside a cross section of a reinforced concrete structure such as a reinforced concrete bridge pier or a reinforced concrete column of a building. The hook portion formed by bending the end portion of the reinforcing bar at a substantially right angle is hooked on the axial reinforcing bar to arrange the bar, and the hook portion formed by bending at a substantially right angle at the end portion of the second strip reinforcing bar is formed into the first strip reinforcing bar. From the side opposite to the hook part of the axial direction rebar so as to be in contact with the axial direction rebar so as to vertically hang and arrange the bar, and then the hook part of the first band rebar and the hook of the second band rebar and the hook of the second band rebar A reinforcing bar fixing method, characterized in that the first reinforcing bar and the first reinforcing bar are engaged with engaging portions formed at one end and the other end of the fixing tool to fix the reinforcing bar to the axial reinforcing bar.
【請求項17】 請求項16の配筋定着方法に用いられ
るもので、一端部に第1の帯鉄筋のフック部と第2の帯
鉄筋の当接部を係合する係合部が形成され、他端部に第
2の帯鉄筋のフック部と第1の帯鉄筋の当接部を係合す
る係合部が形成されていることを特徴とする定着具。
17. The method for fixing the reinforcing bar according to claim 16, wherein an engaging portion for engaging the hook portion of the first rebar and the contact portion of the second rebar is formed at one end. The fixing device is characterized in that an engaging portion for engaging the hook portion of the second rebar and the contact portion of the first rebar is formed at the other end.
【請求項18】 鉄筋コンクリート橋脚、建築物の鉄筋
コンクリート柱など鉄筋コンクリート構造物の断面内部
に配置される帯鉄筋や軸方向鉄筋のはらみだしを抑制す
るための配筋定着方法であって、第1の帯鉄筋の端部に
ほぼ直角に折り曲げ形成されたフック部を軸方向鉄筋に
引っ掛けて配筋するとともに、第2の帯鉄筋の端部にほ
ぼ直角に折り曲げ形成されたフック部を第1の帯鉄筋の
フック部と反対側から前記軸方向鉄筋に上下に添うよう
に当接させて引っ掛けて配筋した後、第1の帯鉄筋のフ
ック部と第2の帯鉄筋又は第2の帯鉄筋のフック部と第
1の帯鉄筋を定着具でクリップすることにより帯鉄筋を
軸方向鉄筋に定着させることを特徴とする配筋定着方
法。
18. A reinforcing bar fixing method for suppressing squeezing out of strip reinforcing bars or axial reinforcing bars arranged inside a cross section of a reinforced concrete structure such as a reinforced concrete bridge pier or a reinforced concrete column of a building, which is the first strip. The hook portion formed by bending the end portion of the reinforcing bar at a substantially right angle is hooked on the axial reinforcing bar to arrange the bar, and the hook portion formed by bending at a substantially right angle at the end portion of the second strip reinforcing bar is formed into the first strip reinforcing bar. The hook portion of the first rebar and the hook of the second rebar or the second rebar after contacting and hooking the axial rebar from the side opposite to the hook part so as to be aligned vertically. A reinforcing bar fixing method, characterized in that the strip reinforcing bar is fixed to the axial reinforcing bar by clipping the portion and the first reinforcing bar with a fixing tool.
【請求項19】 請求項18の配筋定着方法に用いられ
るもので、第1の帯鉄筋のフック部と第2の帯鉄筋又は
第2の帯鉄筋のフック部と第1の帯鉄筋をクリップする
ことが可能な大きさの軸方向孔が形成された本体を具
え、該本体にはフック部又は帯鉄筋を前記軸方向孔に通
すための軸方向開口部が切欠形成されていることを特徴
とする定着具。
19. A clip used for the reinforcing bar fixing method according to claim 18, wherein the hook portion of the first strip reinforcing bar and the second strip reinforcing bar or the hook portion of the second strip reinforcing bar and the first strip reinforcing bar are clipped. A main body having an axial hole of a size capable of being formed, wherein the main body has a notch formed with an axial opening for passing a hook portion or a reinforcing bar through the axial hole. And a fixing tool.
JP2002059416A 2002-03-05 2002-03-05 Reinforcing bar fixing method and fixing tool used in the method Expired - Lifetime JP4005387B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2002059416A JP4005387B2 (en) 2002-03-05 2002-03-05 Reinforcing bar fixing method and fixing tool used in the method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2002059416A JP4005387B2 (en) 2002-03-05 2002-03-05 Reinforcing bar fixing method and fixing tool used in the method

Publications (2)

Publication Number Publication Date
JP2003253814A true JP2003253814A (en) 2003-09-10
JP4005387B2 JP4005387B2 (en) 2007-11-07

Family

ID=28669121

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2002059416A Expired - Lifetime JP4005387B2 (en) 2002-03-05 2002-03-05 Reinforcing bar fixing method and fixing tool used in the method

Country Status (1)

Country Link
JP (1) JP4005387B2 (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007016593A (en) * 2006-10-25 2007-01-25 Asahi Engineering Kk Hooking reinforcement placing sheet
KR20180059116A (en) * 2016-11-25 2018-06-04 박경언 Band steel locking device
KR20200116558A (en) * 2019-04-01 2020-10-13 경기대학교 산학협력단 A V-clip technique for forming peripheral closed-hoops in a new column or a section enlargement strengthening column constructed using prefabricated bar units
KR102371672B1 (en) * 2021-09-01 2022-03-11 엄현석 Rebar binding clip

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101802959B1 (en) 2017-08-28 2017-11-29 김경숙 Type v-bar reinforced with one-touch fastening means

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007016593A (en) * 2006-10-25 2007-01-25 Asahi Engineering Kk Hooking reinforcement placing sheet
JP4541340B2 (en) * 2006-10-25 2010-09-08 朝日エンヂニヤリング株式会社 Hook rebar braiding panel
KR20180059116A (en) * 2016-11-25 2018-06-04 박경언 Band steel locking device
KR101895306B1 (en) * 2016-11-25 2018-09-05 박경언 Band steel locking device
KR20200116558A (en) * 2019-04-01 2020-10-13 경기대학교 산학협력단 A V-clip technique for forming peripheral closed-hoops in a new column or a section enlargement strengthening column constructed using prefabricated bar units
KR102193515B1 (en) * 2019-04-01 2020-12-22 경기대학교 산학협력단 A V-clip technique for forming peripheral closed-hoops in a new column or a section enlargement strengthening column constructed using prefabricated bar units
KR102371672B1 (en) * 2021-09-01 2022-03-11 엄현석 Rebar binding clip

Also Published As

Publication number Publication date
JP4005387B2 (en) 2007-11-07

Similar Documents

Publication Publication Date Title
US10519660B2 (en) Key-locked and band-tightened rebar clamping assemblies
JP5140747B2 (en) Expanded bearing type anchor structure
US20170096269A1 (en) Band clamp with improved buckle
CA2112934A1 (en) Reinforcement fibre for reinforcing concrete
JP2003253814A (en) Bar arrangement and anchorage method and anchorage used for the same method
KR100763634B1 (en) Shear strengthening and seismic performance improvement of structures using gac wire rope
CN100512699C (en) Concave buckle for strap
KR101145502B1 (en) Tension Compressed Type Preventinga Falling Stone
CN103038560A (en) Clamp having joggles
US7195041B2 (en) Tie wrench for bending fence mounting clips around fencing wire to secure fencing wire to a fence post
JP4281888B2 (en) High load rebar clip
US5449139A (en) Method and assembly for fixing surface stabilizing mesh, and a holding piece for the fixing assembly
JP4229776B2 (en) Reinforced concrete structure laterally restrained reinforcing steel
JP2588127B2 (en) Metal fittings for connecting channel members to suspension rods, method of forming openings in ceilings using the same, and method of preventing suspension of suspension rods
US7188643B1 (en) Twin tie wrench for installing fence mounting clips around fencing wire to secure fencing wire to a T-post and/or an electrical post
KR102471616B1 (en) Stone mattress system for solidarity strengthening
JP2002088977A (en) Horizontal restraining bar for columnar concrete member and concrete member making use thereof
JP2004232373A (en) Reinforcement binder
JP3580359B2 (en) Natural stone fixing device
JP2003336263A (en) Covering block unit of construction face
JP3221568U (en) Binding band washer and its set with binding band
JP3668490B1 (en) Shear force reinforcement structure
JP2002030764A (en) Reinforcement clip for high load
JP3145507U (en) Reinforcing bar with improved fixing part
JP4386278B2 (en) Reinforcing method for beam through-holes in concrete buildings

Legal Events

Date Code Title Description
RD04 Notification of resignation of power of attorney

Free format text: JAPANESE INTERMEDIATE CODE: A7424

Effective date: 20040224

A521 Request for written amendment filed

Free format text: JAPANESE INTERMEDIATE CODE: A821

Effective date: 20040225

A977 Report on retrieval

Free format text: JAPANESE INTERMEDIATE CODE: A971007

Effective date: 20040301

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20040921

A521 Request for written amendment filed

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20041119

RD02 Notification of acceptance of power of attorney

Free format text: JAPANESE INTERMEDIATE CODE: A7422

Effective date: 20041119

A521 Request for written amendment filed

Free format text: JAPANESE INTERMEDIATE CODE: A821

Effective date: 20041119

A02 Decision of refusal

Free format text: JAPANESE INTERMEDIATE CODE: A02

Effective date: 20051004

A521 Request for written amendment filed

Free format text: JAPANESE INTERMEDIATE CODE: A821

Effective date: 20051102

A521 Request for written amendment filed

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20051114

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20070823

R150 Certificate of patent or registration of utility model

Ref document number: 4005387

Country of ref document: JP

Free format text: JAPANESE INTERMEDIATE CODE: R150

Free format text: JAPANESE INTERMEDIATE CODE: R150

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20100831

Year of fee payment: 3

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20100831

Year of fee payment: 3

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20130831

Year of fee payment: 6

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

S531 Written request for registration of change of domicile

Free format text: JAPANESE INTERMEDIATE CODE: R313532

R350 Written notification of registration of transfer

Free format text: JAPANESE INTERMEDIATE CODE: R350

S533 Written request for registration of change of name

Free format text: JAPANESE INTERMEDIATE CODE: R313533

R350 Written notification of registration of transfer

Free format text: JAPANESE INTERMEDIATE CODE: R350

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

S533 Written request for registration of change of name

Free format text: JAPANESE INTERMEDIATE CODE: R313533

R350 Written notification of registration of transfer

Free format text: JAPANESE INTERMEDIATE CODE: R350

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

EXPY Cancellation because of completion of term