JP2009091844A - Column-beam joint method and column-beam joint structure - Google Patents

Column-beam joint method and column-beam joint structure Download PDF

Info

Publication number
JP2009091844A
JP2009091844A JP2007264680A JP2007264680A JP2009091844A JP 2009091844 A JP2009091844 A JP 2009091844A JP 2007264680 A JP2007264680 A JP 2007264680A JP 2007264680 A JP2007264680 A JP 2007264680A JP 2009091844 A JP2009091844 A JP 2009091844A
Authority
JP
Japan
Prior art keywords
column
reinforced concrete
post
construction
anchors
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.)
Pending
Application number
JP2007264680A
Other languages
Japanese (ja)
Inventor
Kazumi Yamane
一三 山根
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.)
Takenaka Komuten Co Ltd
Original Assignee
Takenaka Komuten 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 Takenaka Komuten Co Ltd filed Critical Takenaka Komuten Co Ltd
Priority to JP2007264680A priority Critical patent/JP2009091844A/en
Publication of JP2009091844A publication Critical patent/JP2009091844A/en
Pending legal-status Critical Current

Links

Images

Abstract

<P>PROBLEM TO BE SOLVED: To provide a column-beam joint method wherein the size of a steel reinforced concrete beam constructed as an extension is prevented from being increased more than necessary. <P>SOLUTION: The column-beam joint method is applied for connecting an additional steel reinforced concrete beam 2 to an existing steel reinforced concrete column 1, and comprises the steps of installing a plurality post-construction anchors 3 to the steel reinforced concrete column 1 and integrally connecting main reinforcements 4 and the post-construction anchors 3 with a joining member 5 capable of fixing the post-construction anchors 3 and a plurality of the main reinforcements 4 installed in the steel reinforced concrete beams 2. <P>COPYRIGHT: (C)2009,JPO&INPIT

Description

本発明は、既設の鉄筋コンクリート柱に新たな鉄筋コンクリート梁を接合する柱梁接合工法、及び既設の鉄筋コンクリート柱に新たに鉄筋コンクリート梁を設置した柱梁接合構造に関する。   The present invention relates to a column beam joining method for joining a new reinforced concrete beam to an existing reinforced concrete column, and a column beam joining structure in which a reinforced concrete beam is newly installed on an existing reinforced concrete column.

例えば、耐震補強工事等で、既設の鉄筋コンクリート柱に鉄筋コンクリート梁を新たに増設する場合、その新たな鉄筋コンクリート梁の主筋を、既設の鉄筋コンクリート柱に定着させる必要がある。その際、従来では、既設の鉄筋コンクリート柱に後施工アンカーを打設し、その後施工アンカーを介して、増設する梁の主筋を、既設の鉄筋コンクリート柱に定着させている。
尚、この様な従来技術に関しては、当業者の間で広く知られているものであり、詳しく言及した特許文献などが無いため、先行技術文献を開示できない。 For example, when a new reinforced concrete beam is newly added to an existing reinforced concrete column due to seismic reinforcement work or the like, it is necessary to fix the main bar of the new reinforced concrete beam to the existing reinforced concrete column. At that time, conventionally, a post-construction anchor is placed on an existing reinforced concrete column, and then the main reinforcement of the beam to be added is fixed to the existing reinforced concrete column via the construction anchor.
Such a prior art is widely known among those skilled in the art, and since there is no patent document or the like that is mentioned in detail, a prior art document cannot be disclosed.

しかしながら、上記従来工法によれば、建築基準法の規制により、打設する後施工アンカーの設置間隔を、増設する梁の通常の主筋間隔よりも広く設定しなければならない場合が多い。即ち、図７に示すように、増設する梁２の主筋４の設置間隔ｔ（設置間隔ｔは、等間隔でなくとも良い）を、後施工アンカー（尚、図７においては、梁２から延出している主筋４の延長部分が後施工アンカーに相当するものである）の設置間隔Ｔに合わせる必要があるため、増設する梁２の太さが必要以上に大きくなり、コンクリート等の材料コストの増大や、工期長期化の原因となるなど、建築計画上の種々の不都合が生じている。   However, according to the above-mentioned conventional construction method, the installation interval of post-installed anchors to be placed often has to be set wider than the normal main bar interval of the beam to be added due to the regulations of the Building Standard Law. That is, as shown in FIG. 7, the installation interval t of the main bars 4 of the beam 2 to be added (the installation interval t may not be equal) is set to the post-construction anchor (in FIG. 7, it is extended from the beam 2). The extension of the main reinforcing bar 4 is equivalent to the post-installed anchor), so that the thickness of the beam 2 to be added becomes larger than necessary, and the cost of materials such as concrete is reduced. There are various inconveniences in building planning, such as an increase and a long construction period.

本発明は、上記実情に鑑みてなされたものであって、増設する鉄筋コンクリート梁の太さを必要以上に大きくすることのない柱梁接合工法及び柱梁接合構造を提供するものである。   The present invention has been made in view of the above circumstances, and provides a column beam joining method and a column beam joining structure in which the thickness of the reinforced concrete beam to be added is not increased more than necessary.

本発明の第１特徴構成は、既設の鉄筋コンクリート柱に、新たな鉄筋コンクリート梁を接合する柱梁接合工法であって、
前記鉄筋コンクリート柱に複数の後施工アンカーを設置する工程、及び前記複数の後施工アンカーと前記鉄筋コンクリート梁に設ける複数の主筋とを固定可能な連結部材を介して、前記後施工アンカーと前記主筋とを一体連結する工程を包含する点にある。
〔作用及び効果〕
本発明によれば、既設の鉄筋コンクリート柱に設置する後施工アンカーの設置間隔にしばられることなく、新たに接合する鉄筋コンクリート梁の主筋間隔を設計することが可能となる。
その結果、例えば耐震補強工事等で、既設の鉄筋コンクリート柱に鉄筋コンクリート梁を新たに増設する場合においては、増設する鉄筋コンクリート梁の太さを必要以上に大きくする必要がなく、コンクリート等の材料コストの増大や、工期の長期化を招く虞もない。
またさらに、本発明は、既設の鉄筋コンクリート柱に通常の梁行方向（平面視において鉄筋コンクリート柱の側面に対して直交する方向）に梁を設ける構成だけでなく、平面視において、通常の梁行方向から傾斜した方向に新たな鉄筋コンクリート梁を接合する場合にも適用可能であり、設計の自由度を向上させることができる。 The first characteristic configuration of the present invention is a column beam joining method for joining a new reinforced concrete beam to an existing reinforced concrete column,
A step of installing a plurality of post-construction anchors on the reinforced concrete column, and a connecting member capable of fixing the plurality of post-construction anchors and a plurality of main reinforcements provided on the reinforced concrete beam, the post-construction anchor and the main reinforcement. It is the point which includes the process of connecting integrally.
[Action and effect]
ADVANTAGE OF THE INVENTION According to this invention, it becomes possible to design the main reinforcement space | interval of the reinforced concrete beam newly joined, without being restricted by the installation space | interval of the post-construction anchor installed in the existing reinforced concrete pillar.
As a result, when a new reinforced concrete beam is newly added to an existing reinforced concrete column, for example, for seismic reinforcement work, it is not necessary to increase the thickness of the reinforced concrete beam more than necessary, increasing the cost of materials such as concrete. In addition, there is no risk of extending the construction period.
Furthermore, the present invention is not limited to the configuration in which the existing reinforced concrete column is provided with a beam in a normal beam row direction (a direction perpendicular to the side surface of the reinforced concrete column in plan view), but also in a normal beam row direction in plan view. This can also be applied to the case where a new reinforced concrete beam is joined in a direction inclined from the side, and the degree of freedom in design can be improved.

本発明の第２特徴構成は、前記連結部材が、前記後施工アンカーと、前記主筋とを一体に固定する金属板を備えたものである点にある。
〔作用及び効果〕
本発明によれば、後施工アンカーと梁主筋とを連結部材の金属板に溶接固定することが可能となるので、後施工アンカーと梁主筋とをより簡便に一体連結することができ、施工性が良い。 The 2nd characteristic structure of this invention exists in the point in which the said connection member is provided with the metal plate which fixes the said post-construction anchor and the said main reinforcement integrally.
[Action and effect]
According to the present invention, it becomes possible to weld and fix the post-construction anchor and the beam main bar to the metal plate of the connecting member, so that the post-construction anchor and the beam main bar can be connected to each other more easily and easily. Is good.

本発明の第３特徴構成は、前記複数の後施工アンカーの設置間隔と、前記複数の主筋の設置間隔とが異なる状態で、前記複数の後施工アンカーと、前記複数の主筋とを前記連結部材に固定する点にある。
〔作用及び効果〕
本発明によれば、主筋の設置間隔を、後施工アンカーの設置間隔よりも小さく設定することが可能である。その結果、増設する鉄筋コンクリート梁の太さをより小さく設定することができ、コンクリート等の材料コストの増大や工期の長期化を、より確実に抑えることができる。 According to a third characteristic configuration of the present invention, the plurality of post-construction anchors and the plurality of main bars are connected to the connecting member in a state where the installation intervals of the plurality of post-construction anchors and the installation intervals of the plurality of main bars are different. It is in the point to fix to.
[Action and effect]
According to the present invention, it is possible to set the main bar installation interval smaller than the post-installation anchor installation interval. As a result, the thickness of the reinforced concrete beam to be added can be set smaller, and the increase in the material cost of concrete and the like and the extension of the construction period can be more reliably suppressed.

本発明の第４特徴構成は、既設の鉄筋コンクリート柱に、新たに鉄筋コンクリート梁を設置した柱梁接合構造であって、
前記鉄筋コンクリート柱に設けた複数の後施工アンカーと、前記鉄筋コンクリート梁に設けた複数の主筋とを固定可能な連結部材を介して、前記後施工アンカーと前記主筋とを一体連結してある点にある。
〔作用及び効果〕
本発明によれば、既設の鉄筋コンクリート柱に設置する後施工アンカーの設置間隔にしばられることなく、新たに接合する鉄筋コンクリート梁の主筋間隔を設計することが可能となる。
その結果、例えば耐震補強工事等で、既設の鉄筋コンクリート柱に鉄筋コンクリート梁を新たに増設する場合においては、増設する鉄筋コンクリート梁の太さを必要以上に大きくする必要がなく、コンクリート等の材料コストの増大や、工期の長期化を招く虞もない。
またさらに、本発明は、既設の鉄筋コンクリート柱に通常の梁行方向（平面視において鉄筋コンクリート柱の側面に対して直交する方向）に梁を設ける構成だけでなく、平面視において、通常の梁行方向から傾斜した方向に新たな鉄筋コンクリート梁を接合する場合にも適用可能であり、設計の自由度を向上させることができる。 A fourth characteristic configuration of the present invention is a column beam joint structure in which a reinforced concrete beam is newly installed on an existing reinforced concrete column,
The post-construction anchor and the main bar are integrally connected via a connecting member capable of fixing the plurality of post-construction anchors provided on the reinforced concrete column and the plurality of main bars provided on the reinforced concrete beam. .
[Action and effect]
ADVANTAGE OF THE INVENTION According to this invention, it becomes possible to design the main reinforcement space | interval of the reinforced concrete beam newly joined, without being restricted by the installation space | interval of the post-construction anchor installed in the existing reinforced concrete pillar.
As a result, when a new reinforced concrete beam is newly added to an existing reinforced concrete column, for example, for seismic reinforcement work, it is not necessary to increase the thickness of the reinforced concrete beam more than necessary, increasing the cost of materials such as concrete. In addition, there is no risk of extending the construction period.
Furthermore, the present invention is not limited to the configuration in which the existing reinforced concrete column is provided with a beam in a normal beam row direction (a direction perpendicular to the side surface of the reinforced concrete column in plan view), but also in a normal beam row direction in plan view. This can also be applied to the case where a new reinforced concrete beam is joined in a direction inclined from the side, and the degree of freedom in design can be improved.

本発明の第５特徴構成は、前記複数の後施工アンカーの設置間隔と、前記複数の主筋の設置間隔とが異なる状態で、前記複数の後施工アンカーと前記複数の主筋とが前記連結部材に固定されている点にある。
〔作用及び効果〕
本発明によれば、主筋の設置間隔を、後施工アンカーの設置間隔よりも小さく設定することが可能である。その結果、増設する鉄筋コンクリート梁の太さをより小さく設定することができ、コンクリート等の材料コストの増大や工期の長期化を、より確実に抑えることができる。 According to a fifth characteristic configuration of the present invention, the plurality of post-construction anchors and the plurality of main bars are attached to the connecting member in a state where the installation intervals of the plurality of post-construction anchors and the installation intervals of the plurality of main bars are different. It is in a fixed point.
[Action and effect]
According to the present invention, it is possible to set the main bar installation interval smaller than the post-installation anchor installation interval. As a result, the thickness of the reinforced concrete beam to be added can be set smaller, and the increase in the material cost of concrete and the like and the extension of the construction period can be more reliably suppressed.

以下に本発明の実施の形態を図面に基づいて説明する。
〔実施形態〕
（柱梁接合構造）
図１は、本発明の柱梁接合構造の実施形態の一例を模式的に示した斜視図である。
本発明の柱梁接合構造は、既設の鉄筋コンクリート柱１に、新たに鉄筋コンクリート梁２を設置したときの柱梁接合構造であって、鉄筋コンクリート柱１に設けた複数の後施工アンカー３と、鉄筋コンクリート梁２に設けた複数の主筋４とを固定可能な連結部材５を介して、後施工アンカー３と主筋４とを一体連結してある構成を有する（尚、本実施形態においては、後施工アンカー３の設置間隔Ｔと、主筋４の設置間隔ｔとが異なる状態で、複数の後施工アンカー３と複数の主筋４とが連結部材５（Ｔ形鋼）に固定されている）。 Embodiments of the present invention will be described below with reference to the drawings.
Embodiment
(Column beam connection structure)
FIG. 1 is a perspective view schematically showing an example of an embodiment of a column beam joint structure of the present invention.
The column beam connection structure of the present invention is a column beam connection structure when a reinforced concrete beam 2 is newly installed on an existing reinforced concrete column 1, and a plurality of post-construction anchors 3 provided on the reinforced concrete column 1, and a reinforced concrete beam. The post-construction anchor 3 and the main reinforcement 4 are integrally connected via a connecting member 5 that can fix the plurality of main reinforcements 4 provided in 2 (in this embodiment, the post-construction anchor 3 The plurality of post-installed anchors 3 and the plurality of main reinforcing bars 4 are fixed to the connecting member 5 (T-shaped steel) in a state where the setting interval T of the main reinforcing bars 4 and the setting interval t of the main reinforcing bars 4 are different.

本発明の柱梁接合構造においては、主筋４の設置間隔ｔは、鉄筋コンクリート柱１に設置する後施工アンカー３の設置間隔Ｔの制約を受けず、そのため本実施形態のように、主筋４の設置間隔ｔを、後施工アンカー３の設置間隔Ｔよりも小さく設定することが可能である（尚、主筋４の設置間隔ｔは、等間隔でなくとも良い）。
その結果、例えば耐震補強工事等で、既設の鉄筋コンクリート柱１に鉄筋コンクリート梁２を新たに増設する場合においては、その鉄筋コンクリート梁２の主筋間隔を通常の間隔に設定することができるので、増設する鉄筋コンクリート梁２の太さを必要以上に大きくする必要がない。 In the column beam connection structure of the present invention, the installation interval t of the main bars 4 is not limited by the installation interval T of the post-installed anchors 3 installed on the reinforced concrete columns 1, and therefore the installation of the main bars 4 is performed as in the present embodiment. The interval t can be set to be smaller than the installation interval T of the post-construction anchor 3 (note that the installation interval t of the main bars 4 may not be equal).
As a result, when a new reinforced concrete beam 2 is newly added to the existing reinforced concrete column 1 by seismic reinforcement work, for example, the main reinforcing bar interval of the reinforced concrete beam 2 can be set to a normal interval. It is not necessary to increase the thickness of the beam 2 more than necessary.

（柱梁接合工法）
本発明の柱梁接合工法（上記柱梁接合構造の構築方法）について以下に説明する。
図２〜図５は、本発明の柱梁接合工法の実施形態の一例を模式的に示したものである。
本発明の柱梁接合工法は、少なくとも以下に記載する各工程（１）〜（３）を包含するものであるが、これらの工程以外の工程を必要に応じて任意に組み合わせて実施することも可能である。 (Column beam joining method)
The beam-column joining method of the present invention (the method for constructing the beam-column joint structure) will be described below.
2-5 shows typically an example of embodiment of the beam-column joining method of this invention.
The column beam joining method of the present invention includes at least each of the steps (1) to (3) described below. However, the steps other than these steps may be arbitrarily combined as necessary. Is possible.

（１）後施工アンカー設置工程
図２及び図３（ａ）に示すように、既設の鉄筋コンクリート柱１に、複数のアンカー孔６を所定の設置間隔Ｔで穿孔し、その各アンカー孔６に、端部に雄ネジ部３ａが形成されている後施工アンカー３をそれぞれ設置する。
後施工アンカー３としては、例えば、アンカー孔６との間に生じる隙間に適当な充填剤を充填して固定するケミカルアンカーや、アンカー孔６内でその先端部を拡径させて固定する機械式アンカー等を使用することができる。
尚、図２に示すように、本実施形態においては、１つの連結部材５を４本の後施工アンカー３で固定する構成としてあるが、特にこの構成に限定されるものでなく、連結部材５を固定する際に使用する後施工アンカー３の数やその固定位置等に関しては、必要に応じて任意の構成を採用することができる。 (1) Post-construction anchor installation step As shown in FIGS. 2 and 3 (a), a plurality of anchor holes 6 are drilled in the existing reinforced concrete pillar 1 at a predetermined installation interval T, and each anchor hole 6 is Post-construction anchors 3 having male screw portions 3a formed at the ends are respectively installed.
As the post-installed anchor 3, for example, a chemical anchor that is filled with an appropriate filler and fixed in a gap generated between the anchor hole 6, and a mechanical type that is fixed by expanding the tip portion in the anchor hole 6. An anchor or the like can be used.
As shown in FIG. 2, in the present embodiment, one connection member 5 is fixed by four post-installed anchors 3, but is not particularly limited to this structure, and the connection member 5 is not limited thereto. As for the number of post-construction anchors 3 used when fixing the anchor, the fixing position thereof, and the like, any configuration can be adopted as necessary.

（２）後施工アンカーと主筋との一体連結工程
連結部材５（Ｔ形鋼）は、後施工アンカー３が固定される第１固定部５ａと、新たに設置する鉄筋コンクリート梁２の主筋４が固定される第２固定部５ｂとを備え、第１固定部５ａには、後施工アンカー３が挿通し得る取付穴５ｃが複数設けられている（図２及び図３（ｂ）〜（ｃ）参照）。
図２及び図３（ｂ）〜（ｃ）に示すように、連結部材５の第１固定部５ａの取付穴５ｃに、鉄筋コンクリート柱１に設けた後施工アンカー３の突出部分を挿通させ、雄ネジ部３ａにナット７を螺合して締結することによって後施工アンカー３を第１固定部５ａに固定する。
次いで、図４（ａ）に示すように、複数の主筋４の端部を、後施工アンカー３の設置間隔Ｔよりも小さい設置間隔ｔで、連結部材５の第２固定部５ｂに溶接して固定する。
尚、図４（ａ）及び（ｂ）に示すように、本実施形態においては、２つの連結部材５を用いて、各連結部材５に３本の主筋４を配設して固定する構成としてあるが、特にこの構成に限定されるものでなく、新たな鉄筋コンクリート梁２を構築する際に使用する連結部材５や主筋４の数については必要に応じて任意の構成を採用することができる。 (2) Integrated connection process of post-construction anchor and main reinforcement The connecting member 5 (T-shaped steel) is fixed to the first fixed portion 5a to which the post-construction anchor 3 is fixed and the main reinforcement 4 of the newly installed reinforced concrete beam 2 A plurality of mounting holes 5c through which the post-installed anchor 3 can be inserted (see FIGS. 2 and 3B to 3C). ).
As shown in FIGS. 2 and 3B to 3C, the protruding portion of the post-construction anchor 3 provided in the reinforced concrete column 1 is inserted into the mounting hole 5 c of the first fixing portion 5 a of the connecting member 5, and the male The post-construction anchor 3 is fixed to the first fixing portion 5a by screwing and fastening the nut 7 to the screw portion 3a.
Next, as shown in FIG. 4A, the end portions of the plurality of main bars 4 are welded to the second fixing portion 5 b of the connecting member 5 at an installation interval t smaller than the installation interval T of the post-construction anchor 3. Fix it.
As shown in FIGS. 4A and 4B, in the present embodiment, two connecting members 5 are used and three main bars 4 are arranged and fixed to each connecting member 5. However, the present invention is not particularly limited to this configuration, and any number of connecting members 5 and main reinforcing bars 4 used when constructing a new reinforced concrete beam 2 can be adopted as necessary.

（３）コンクリート打設工程
最後に、図５（ａ）及び（ｂ）に示すように、連結部材５の第２固定部５ｂに固定した主筋４にスターラップ筋８を配筋した後、コンクリート９を打設する等して、新たな鉄筋コンクリート梁２を構築する。 (3) Concrete placing step Finally, as shown in FIGS. 5 (a) and 5 (b), the stirrup reinforcement 8 is arranged on the main reinforcement 4 fixed to the second fixing portion 5b of the connecting member 5, and then the concrete is placed. A new reinforced concrete beam 2 is constructed by placing 9 or the like.

〔その他の実施形態〕
１．本発明における連結部材は、上記実施形態のＴ形鋼のように、後施工アンカーと、主筋とを一体に固定する金属板で構成されているか、もしくはそのような金属板を備えるものが好ましく、他にＬ形鋼等を適用することも可能である。
２．本発明の柱梁接合工法及び柱梁接合構造は、上記実施形態のように、既設の鉄筋コンクリート柱に通常の梁行方向（平面視において鉄筋コンクリート柱の側面に対して直交する方向）に梁を設ける構成に限定されるものではなく、例えば図６に示すように、平面視において、通常の梁行方向から傾斜した方向（以下、傾斜方向と略称する）に新たな鉄筋コンクリート梁２を接合する場合にも適用し得る。尚、このときに使用される連結部材５は、その傾斜方向に延出する第２固定部５ｂを有するものである。
３．本発明の柱梁接合工法及び柱梁接合構造においては、複数の後施工アンカー３の各後施工アンカー３のそれぞれに対して、複数の主筋４を、複数の連結部材５を介して一体連結する構成としても良い。
尚、上述のように、図面との対照を便利にするために符号を記したが、該記入により本発明は添付図面の構成に限定されるものではない。また、本発明の要旨を逸脱しない範囲において、種々なる態様で実施し得ることは勿論である。 [Other Embodiments]
1. The connecting member in the present invention is preferably composed of a metal plate that integrally fixes the post-construction anchor and the main reinforcement, as in the T-shaped steel of the above-described embodiment, or is provided with such a metal plate, In addition, L-shaped steel or the like can be applied.
2. In the beam-column joining method and the beam-column joint structure of the present invention, as in the above-described embodiment, beams are provided in an existing reinforced concrete column in a normal beam direction (a direction perpendicular to the side surface of the reinforced concrete column in plan view). For example, as shown in FIG. 6, when a new reinforced concrete beam 2 is joined in a direction inclined from the normal beam row direction (hereinafter, abbreviated as an inclination direction) as shown in FIG. 6, for example. Can also be applied. In addition, the connection member 5 used at this time has the 2nd fixing | fixed part 5b extended in the inclination direction.
3. In the beam-column joining method and the beam-column joining structure of the present invention, a plurality of main bars 4 are integrally connected to each of the post-installed anchors 3 of the plurality of post-installed anchors 3 via a plurality of connecting members 5. It is good also as a structure.
In addition, as mentioned above, although the code | symbol was written in order to make contrast with drawing convenient, this invention is not limited to the structure of an accompanying drawing by this entry. In addition, it goes without saying that the present invention can be carried out in various modes without departing from the gist of the present invention.

本発明の柱梁接合構造の実施形態の一例を模式的に示した斜視図The perspective view which showed typically an example of embodiment of the beam-column joining structure of this invention 本発明の柱梁接合工法の実施形態の一例を模式的に示した斜視図The perspective view which showed typically an example of embodiment of the beam-column joining method of this invention 本発明の柱梁接合工法の実施形態の一例を模式的に示した横断平面図Cross-sectional plan view schematically showing an example of an embodiment of a column beam joining method of the present invention 本発明の柱梁接合工法の実施形態の一例を模式的に示した横断平面図（ａ）及び縦断側面図（ｂ）Cross-sectional plan view (a) and longitudinal sectional side view (b) schematically showing an example of an embodiment of the column beam joining method of the present invention 本発明の柱梁接合工法の実施形態の一例を模式的に示した横断平面図（ａ）及び縦断側面図（ｂ）Cross-sectional plan view (a) and longitudinal sectional side view (b) schematically showing an example of an embodiment of the column beam joining method of the present invention 本発明のその他の実施形態を模式的に示した横断平面図Cross-sectional plan view schematically showing another embodiment of the present invention 従来の柱梁接合構造を模式的に示した横断平面図Cross-sectional plan view schematically showing a conventional beam-column joint structure

符号の説明Explanation of symbols

１ 鉄筋コンクリート柱
２ 鉄筋コンクリート梁
３ 後施工アンカー
３ａ 雄ネジ部
４ 主筋
５ 連結部材
５ａ 第１固定部
５ｂ 第２固定部
５ｃ 取付穴
６ アンカー孔
７ ナット
８ スターラップ筋
９ コンクリート DESCRIPTION OF SYMBOLS 1 Reinforced concrete pillar 2 Reinforced concrete beam 3 Post-installed anchor 3a Male thread part 4 Main reinforcement 5 Connecting member 5a First fixing part 5b Second fixing part 5c Mounting hole 6 Anchor hole 7 Nut 8 Stirrup bar 9 Concrete

Claims (5)

既設の鉄筋コンクリート柱に、新たな鉄筋コンクリート梁を接合する柱梁接合工法であって、
前記鉄筋コンクリート柱に複数の後施工アンカーを設置する工程、及び前記複数の後施工アンカーと前記鉄筋コンクリート梁に設ける複数の主筋とを固定可能な連結部材を介して、前記後施工アンカーと前記主筋とを一体連結する工程を包含する柱梁接合工法。 It is a column beam joining method to join a new reinforced concrete beam to an existing reinforced concrete column,
The step of installing a plurality of post-construction anchors on the reinforced concrete column, and the post-construction anchor and the main bars via a connecting member capable of fixing the plurality of post-construction anchors and a plurality of main bars provided on the reinforced concrete beam. Column beam joining method including the process of connecting together. 前記連結部材が、前記後施工アンカーと、前記主筋とを一体に固定する金属板を備えたものである請求項１に記載の柱梁接合工法。   The beam-column joining method according to claim 1, wherein the connecting member includes a metal plate that integrally fixes the post-construction anchor and the main reinforcement. 前記複数の後施工アンカーの設置間隔と、前記複数の主筋の設置間隔とが異なる状態で、前記複数の後施工アンカーと、前記複数の主筋とを前記連結部材に固定する請求項１又は２のいずれか１項に記載の柱梁接合工法。   3. The fixing device according to claim 1, wherein the plurality of post-construction anchors and the plurality of main bars are fixed to the connecting member in a state where the installation intervals of the plurality of post-construction anchors and the installation intervals of the plurality of main bars are different. The beam-column joining method according to any one of the items. 既設の鉄筋コンクリート柱に、新たに鉄筋コンクリート梁を設置した柱梁接合構造であって、
前記鉄筋コンクリート柱に設けた複数の後施工アンカーと、前記鉄筋コンクリート梁に設けた複数の主筋とを固定可能な連結部材を介して、前記後施工アンカーと前記主筋とを一体連結してある柱梁接合構造。 It is a column beam connection structure in which a reinforced concrete beam is newly installed on an existing reinforced concrete column,
Column beam connection in which the post-construction anchor and the main bar are integrally connected via a connecting member capable of fixing the plurality of post-construction anchors provided on the reinforced concrete column and the plurality of main bars provided on the reinforced concrete beam. Construction. 前記複数の後施工アンカーの設置間隔と、前記複数の主筋の設置間隔とが異なる状態で、前記複数の後施工アンカーと前記複数の主筋とが前記連結部材に固定されている請求項４に記載の柱梁接合構造。   5. The plurality of post-construction anchors and the plurality of main bars are fixed to the connecting member in a state where the installation intervals of the plurality of post-construction anchors and the installation intervals of the plurality of main bars are different. Column beam connection structure.
JP2007264680A 2007-10-10 2007-10-10 Column-beam joint method and column-beam joint structure Pending JP2009091844A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2007264680A JP2009091844A (en) 2007-10-10 2007-10-10 Column-beam joint method and column-beam joint structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2007264680A JP2009091844A (en) 2007-10-10 2007-10-10 Column-beam joint method and column-beam joint structure

Publications (1)

Publication Number Publication Date
JP2009091844A true JP2009091844A (en) 2009-04-30

Family

ID=40664095

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2007264680A Pending JP2009091844A (en) 2007-10-10 2007-10-10 Column-beam joint method and column-beam joint structure

Country Status (1)

Country Link
JP (1) JP2009091844A (en)

Cited By (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US20110094182A1 (en) * 2008-05-19 2011-04-28 Jeom Han KIM Stiffener for connecting prestressed concrete beam and method of constructing structure using the same
CN104234443A (en) * 2014-10-08 2014-12-24 苏州中固建筑科技有限公司 Bracket type reinforcing method for steel-reinforced concrete member and additionally-arranged beam member
CN105525765A (en) * 2016-01-26 2016-04-27 四川航天建筑工程有限公司 Overlapped concrete component and construction structure and construction method thereof
JP2016128642A (en) * 2015-01-09 2016-07-14 株式会社熊谷組 Fixation method of reinforcement
CN106013436A (en) * 2016-07-19 2016-10-12 中国建筑第八工程局有限公司 Step-shaped bracket device and mounting method thereof
JP2016204876A (en) * 2015-04-17 2016-12-08 株式会社横河住金ブリッジ Precast concrete member
CN106284657A (en) * 2016-10-13 2017-01-04 哈尔滨工业大学 Assembled girder is widened district at secondary beam and is run through bolt of long stem connection node and method of attachment
CN106593000A (en) * 2016-12-14 2017-04-26 广州大学 Tensile bonded rebar structure
CN108396859A (en) * 2018-03-07 2018-08-14 王昆 A kind of assembly concrete beam-column connection and its construction method
CN108589916A (en) * 2018-05-17 2018-09-28 东北林业大学 A kind of precast prestressed assembled dry type node and assembly method

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5751345A (en) * 1980-09-12 1982-03-26 Kajima Corp Joint construction of structural material
JP2001073561A (en) * 1999-09-01 2001-03-21 Hazama Gumi Ltd Earthquake resistant reinforcing structure of existing building

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5751345A (en) * 1980-09-12 1982-03-26 Kajima Corp Joint construction of structural material
JP2001073561A (en) * 1999-09-01 2001-03-21 Hazama Gumi Ltd Earthquake resistant reinforcing structure of existing building

Cited By (12)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US20110094182A1 (en) * 2008-05-19 2011-04-28 Jeom Han KIM Stiffener for connecting prestressed concrete beam and method of constructing structure using the same
US8166717B2 (en) * 2008-05-19 2012-05-01 Cross Structural Consultant Co., Ltd. Stiffener for connecting prestressed concrete beam and method of constructing structure using the same
CN104234443A (en) * 2014-10-08 2014-12-24 苏州中固建筑科技有限公司 Bracket type reinforcing method for steel-reinforced concrete member and additionally-arranged beam member
CN104234443B (en) * 2014-10-08 2016-05-25 苏州中固建筑科技有限公司 A kind of corbel type reinforcement means of steel reinforced concrete member and newly-increased beam
JP2016128642A (en) * 2015-01-09 2016-07-14 株式会社熊谷組 Fixation method of reinforcement
JP2016204876A (en) * 2015-04-17 2016-12-08 株式会社横河住金ブリッジ Precast concrete member
CN105525765A (en) * 2016-01-26 2016-04-27 四川航天建筑工程有限公司 Overlapped concrete component and construction structure and construction method thereof
CN106013436A (en) * 2016-07-19 2016-10-12 中国建筑第八工程局有限公司 Step-shaped bracket device and mounting method thereof
CN106284657A (en) * 2016-10-13 2017-01-04 哈尔滨工业大学 Assembled girder is widened district at secondary beam and is run through bolt of long stem connection node and method of attachment
CN106593000A (en) * 2016-12-14 2017-04-26 广州大学 Tensile bonded rebar structure
CN108396859A (en) * 2018-03-07 2018-08-14 王昆 A kind of assembly concrete beam-column connection and its construction method
CN108589916A (en) * 2018-05-17 2018-09-28 东北林业大学 A kind of precast prestressed assembled dry type node and assembly method

Similar Documents

Publication Publication Date Title
JP2009091844A (en) Column-beam joint method and column-beam joint structure
JP5946041B2 (en) Column beam connection structure, column beam connection method, and precast concrete stigma member
JP2005248623A (en) High tension bolt joint structure of column and beam having h-shaped cross section
JP6638905B2 (en) Beam-column connection structure and beam-column connection method
JP2014055517A (en) Precast beam-column joint structure
JP5860576B2 (en) Precast column beam connection structure
JP2008025220A (en) Concrete construction reinforcing structure
JP2019196634A (en) Reinforcement member for wooden frame
JP2017133271A (en) Column beam joining structure and column beam joining method
JP2004108141A (en) Structural joint fitting
JP2016142021A (en) Stress conveyance structure between shear wall and lower beam of concrete column-beam frame
JP2009174188A (en) Partition wall, partition wall construction method, and wall block
JP2008196288A (en) Aseismic reinforcing method for existing column
JP2017203371A (en) Column-beam frame
JP2014163082A (en) Column-beam frame
JP5282721B2 (en) Rigid floor structure and method
JP2006342497A (en) Foundation structure of steel column base
JP2008196287A (en) Aseismic reinforcing method for existing column
JP2008208643A (en) Structure and method for joining existing skeleton and new skeleton together
JP2005133296A (en) Housing outer wall reinforcing structure
JP2006144427A (en) Beam-column connection member and beam-column connection structure
JP2005171728A (en) Bar arrangement structure in reinforced concrete-constructed beam-column connection part
JP6120438B2 (en) Junction structure
JP2009209626A (en) Structure for tightening and securing member to be secured to installation surface
JP4296080B2 (en) Wall member

Legal Events

Date Code Title Description
A621 Written request for application examination

Free format text: JAPANESE INTERMEDIATE CODE: A621

Effective date: 20100929

A977 Report on retrieval

Free format text: JAPANESE INTERMEDIATE CODE: A971007

Effective date: 20120511

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20120517

A02 Decision of refusal

Free format text: JAPANESE INTERMEDIATE CODE: A02

Effective date: 20120927