JP2756450B2 - Anchoring end reinforcement device for beam main reinforcement - Google Patents
Anchoring end reinforcement device for beam main reinforcementInfo
- Publication number
- JP2756450B2 JP2756450B2 JP29158591A JP29158591A JP2756450B2 JP 2756450 B2 JP2756450 B2 JP 2756450B2 JP 29158591 A JP29158591 A JP 29158591A JP 29158591 A JP29158591 A JP 29158591A JP 2756450 B2 JP2756450 B2 JP 2756450B2
- Authority
- JP
- Japan
- Prior art keywords
- beam main
- reinforcement
- bent portion
- fixing
- anchoring
- 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.)
- Expired - Fee Related
Links
Landscapes
- Reinforcement Elements For Buildings (AREA)
Description
【0001】[0001]
【産業上の利用分野】本発明は外部柱、梁接合部の梁主
筋の定着端部補強装置に係るものである。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a fixing device for reinforcing an anchoring end of a main beam at an outer column / beam joint.
【0002】[0002]
【従来の技術】外部柱、梁接合部における梁主筋aの端
部をL型に折曲げ、同折曲部bによって定着長を確保す
るように構成されている。(図6及び図7参照)2. Description of the Related Art An end of a beam main bar a at a joint of an outer column and a beam is bent into an L shape, and a fixing length is secured by the bent portion b. (See FIGS. 6 and 7)
【0003】[0003]
【発明が解決しようとする課題】しかしながら地震力に
よって梁主筋aに引き抜き力Pが働く場合、同引き抜き
力Pは梁主筋aの折曲部に集中し、同梁主筋aの定着力
は、大部分が梁主筋aの折曲部bによって確保され、同
折曲部の内側のコンクリートcには鉄筋からの支圧力Q
が働く(図8参照)なお図中Mbは梁モーメント、Mc
は柱モーメントである。However, when the pull-out force P acts on the beam main bar a due to the seismic force, the pull-out force P concentrates on the bent portion of the beam main bar a, and the anchoring force of the beam main bar a becomes large. The portion is secured by the bent portion b of the beam main reinforcement a, and the concrete c inside the bent portion has a bearing Q
(See Fig. 8) In the figure, Mb is the beam moment, Mc
Is the column moment.
【0004】この支圧力Qに対してコンクリートcが圧
壊した場合、梁主筋aの定着力が低減して力学的性能が
低下する。本発明は前記従来技術の有する問題点に鑑み
て提案されたもので、その目的とする処は、簡単な構成
で外部柱、梁接合部の梁主筋の定着力を増強しうる梁主
筋の定着端部補強装置を提供する点にある。[0004] When the concrete c is crushed against the supporting pressure Q, the anchoring force of the main beam a is reduced and the mechanical performance is reduced. SUMMARY OF THE INVENTION The present invention has been proposed in view of the above-mentioned problems of the prior art, and the object thereof is to fix an outer pillar and a beam main bar that can enhance the anchoring force of a beam main bar at a beam joint with a simple configuration. It is to provide an end reinforcement device.
【0005】[0005]
【課題を解決するための手段】本発明に係る梁主筋の定
着端部補強装置は、梁主筋の定着端折曲部の内径と同一
曲率を有する円弧状の定着補強鉄板を、1段分の梁主筋
の各定着端折曲部に添接、固定して構成されている。According to the present invention, there is provided an apparatus for reinforcing a fixing end portion of a main beam of a beam according to the present invention, wherein an arc-shaped fixing reinforcing iron plate having the same curvature as an inner diameter of a fixing end bent portion of a main beam of a beam is provided for one step. It is configured so as to be in contact with and fixed to each fixed end bent portion of the beam main reinforcement.
【0006】[0006]
【作用】本発明は前記したように、1段分の梁主筋の各
定着端折曲部に亘って、同折曲部の内径と同一曲率を有
する円弧状鉄板が添接、固定されているので、地震力等
によって梁主筋に働く引抜力は、前記各梁主筋の定着端
折曲部から円弧状の定着補強鉄板に伝わり、同補強鉄板
を介して前記引き抜き力は広い面積でコンクリートに伝
達され、その結果、梁主筋の定着端折曲部の定着力が増
大する。According to the present invention, as described above, an arc-shaped iron plate having the same curvature as the inside diameter of the bent portion is attached and fixed over each fixed end bent portion of the beam main reinforcement for one step. Therefore, the pull-out force acting on the beam main bars due to seismic force or the like is transmitted from the bent end portion of each beam main bar to the arc-shaped fixing reinforcing iron plate, and the pull-out force is transmitted to concrete over a wide area via the reinforcing iron plate. As a result, the anchoring force of the anchor end bent portion of the main beam of the beam increases.
【0007】[0007]
【実施例】以下本発明を外部柱Aと梁Bの接合部の梁主
筋の定着補強装置に適用した図1及び図2に示す実施例
について説明する。1は梁主筋、2は同梁主筋の定着端
折曲部、3は柱主筋である。4は前記梁主筋の定着端折
曲部2の内径と同一の曲率を有するように鉄板を折曲げ
るか、鋼管を切断して制作された円弧状の定着補強鉄板
で、長手方向に亘って所定間隔毎に取付孔5が穿設され
ている。(図3参照) 而して前記定着補強鉄板4を1段分の梁主筋1の各定着
端折曲部2の内周面に亘って添接し、前記取付孔5に挿
通した結束線6によって前記各梁主筋1に固定する。DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment shown in FIGS. 1 and 2 in which the present invention is applied to an anchoring reinforcement device for a beam main reinforcement at a joint between an external column A and a beam B will be described below. Reference numeral 1 denotes a beam main reinforcement, reference numeral 2 denotes a fixed end bent portion of the beam main reinforcement, and reference numeral 3 denotes a column main reinforcement. Reference numeral 4 denotes an arc-shaped anchoring reinforcing iron plate formed by bending an iron plate or cutting a steel pipe so as to have the same curvature as the inner diameter of the anchoring end bent portion 2 of the beam main reinforcing bar. Mounting holes 5 are formed at intervals. (See FIG. 3) Thus, the fixing reinforcing iron plate 4 is attached along the inner peripheral surface of each fixing end bent portion 2 of the beam main reinforcement 1 for one step, and is connected by the binding wire 6 inserted into the mounting hole 5. Each beam main bar 1 is fixed.
【0008】図示の実施例は前記したように構成されて
いるので、地震力によって梁主筋1に引き抜き力Pが作
用した場合、同引き抜き力Pは前記定着補強鉄板4に圧
縮力pとして伝達され、同定着補強鉄板4を介して広い
面積でコンクリートcに働き、同コンクリートに集中し
た力が働かなくなり、コンクリートの局部圧壊が防止さ
れる。(図4及び図5参照)In the embodiment shown in the drawings, the pull-out force P is transmitted to the reinforcing reinforcing iron plate 4 as the compressive force p when the pull-out force P acts on the beam main bar 1 due to the seismic force. The concrete c acts on a large area via the identification reinforcing iron plate 4 and the force concentrated on the concrete does not work, thereby preventing local crushing of the concrete. (See FIGS. 4 and 5)
【0009】[0009]
【発明の効果】本発明によれば前記したように、1段分
の梁主筋の各定着端折曲部に、同折曲部の内径と同一曲
率を有する円弧状の定着補強鉄筋を添接、固定したこと
によって梁主筋の定着力が増大し、同梁主筋の定着長が
十分に確保しにくい場合においても、定着力の増強が可
能となる。According to the present invention, as described above, an arc-shaped fixing reinforcing reinforcing bar having the same curvature as the inside diameter of the bent portion is attached to each fixed end bent portion of the beam main bar for one step. In addition, the fixing force of the main beam of the beam increases due to the fixation, and even when it is difficult to sufficiently secure the fixing length of the main beam of the beam, the fixing force can be increased.
【図1】本発明に係る梁主筋の定着端部補強装置の一実
施例を示す縦断面図である。FIG. 1 is a longitudinal sectional view showing an embodiment of a fixing device for reinforcing a fixing end of a beam main bar according to the present invention.
【図2】図1の横断平面図である。FIG. 2 is a cross-sectional plan view of FIG.
【図3】定着補強鉄板の斜視図である。FIG. 3 is a perspective view of a fixing reinforcing iron plate.
【図4】本発明に係る梁主筋の定着端部補強装置の作用
を説明する横断平面図である。FIG. 4 is a cross-sectional plan view for explaining the operation of the anchoring end reinforcing device of the beam main reinforcing bar according to the present invention.
【図5】図4の横断面図である。FIG. 5 is a cross-sectional view of FIG.
【図6】従来装置の作用を説明する横断平面図である。FIG. 6 is a cross-sectional plan view for explaining the operation of the conventional device.
【図7】図6の縦断面図である。FIG. 7 is a longitudinal sectional view of FIG.
【図8】外部柱、梁接合部における梁主筋定着端部の作
用説明図である。FIG. 8 is an operation explanatory view of an anchoring end of a beam main bar at an outer column / beam joint.
A 外部柱 B 梁 1 梁主筋 2 梁主筋の定着端折曲部 3 柱主筋 4 定着補強鉄板 5 取付孔 6 結束線 Reference Signs List A external column B beam 1 beam main reinforcement 2 anchoring end bent part of beam main reinforcement 3 column main reinforcement 4 anchoring reinforcing iron plate 5 mounting hole 6 binding wire
Claims (1)
を有する円弧状の定着補強鉄板を、1段分の梁主筋の各
定着端折曲部に添接、固定してなることを特徴とする梁
主筋の定着端部補強装置。1. An arc-shaped fixing reinforcing iron plate having the same curvature as the inner diameter of a fixing end bent portion of a beam main reinforcing bar is attached and fixed to each fixing end bent portion of a beam main reinforcing bar for one step. An anchoring end reinforcing device for a beam main reinforcing bar, characterized in that:
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP29158591A JP2756450B2 (en) | 1991-11-07 | 1991-11-07 | Anchoring end reinforcement device for beam main reinforcement |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP29158591A JP2756450B2 (en) | 1991-11-07 | 1991-11-07 | Anchoring end reinforcement device for beam main reinforcement |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH05133041A JPH05133041A (en) | 1993-05-28 |
JP2756450B2 true JP2756450B2 (en) | 1998-05-25 |
Family
ID=17770844
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP29158591A Expired - Fee Related JP2756450B2 (en) | 1991-11-07 | 1991-11-07 | Anchoring end reinforcement device for beam main reinforcement |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP2756450B2 (en) |
Families Citing this family (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP6006274B2 (en) * | 2014-09-29 | 2016-10-12 | 株式会社クラウン | Bending bar with bearing plate |
-
1991
- 1991-11-07 JP JP29158591A patent/JP2756450B2/en not_active Expired - Fee Related
Also Published As
Publication number | Publication date |
---|---|
JPH05133041A (en) | 1993-05-28 |
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
LAPS | Cancellation because of no payment of annual fees |