JP2014148783A - Seismic resistant frame structure - Google Patents

Seismic resistant frame structure Download PDF

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JP2014148783A
JP2014148783A JP2013016501A JP2013016501A JP2014148783A JP 2014148783 A JP2014148783 A JP 2014148783A JP 2013016501 A JP2013016501 A JP 2013016501A JP 2013016501 A JP2013016501 A JP 2013016501A JP 2014148783 A JP2014148783 A JP 2014148783A
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brace
frame
frame structure
holder
seismic
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JP6179018B2 (en
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Takeshi Katayama
丈士 片山
Yasuhiko Yamashita
靖彦 山下
Mitsuhiro Okada
光博 岡田
Masato Ono
正人 大野
Masaru Kokonno
将児 爰野
Takafumi Kumagai
考文 熊谷
Fumihiko Iguro
文彦 井畔
Toshihiro Kusunoki
楠  寿博
Ayumi Azeyanagi
歩 畔柳
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Takenaka Komuten Co Ltd
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Abstract

PROBLEM TO BE SOLVED: To provide a seismic resistant frame structure that enables a seismic resistance of a frame to be easily and beautifully improved by using a brace made of a lightweight and easy-to-work woody material and furthermore is hardly damaged after construction.SOLUTION: There is provided the seismic resistance frame structure in which a brace 4 made of a woody material is provided in a plane of structure of a frame 3. Holders 6 which hold ends 4A of the brace 4 while movement of the ends 4A of the brace 4 in the axial direction of the brace 4 so as to separate from the holders is permitted and the movement of the ends 4A of the brace 4 so as to come close to the holders is restricted, is attached to the frame 3. The brace 4 is attached in the plane of structure of the frame 3 while at least one end of the brace 4 is held with the holder 6.

Description

本発明は、耐震架構構造に関し、詳しくは、架構の構面内に木質系素材からなるブレースを設けてある耐震架構構造に関する。   The present invention relates to a seismic frame structure, and more particularly to a seismic frame structure in which braces made of a wood-based material are provided in the frame surface of the frame.

この種の耐震架構構造は、軽量且つ加工の容易な木質系素材を用いて新設又は既設の架構の耐震化(耐震補強)を美麗且つ簡便に行うものである。   This type of seismic frame structure is a beautiful and simple way to make a new or existing frame earthquake resistant (seismic reinforcement) using a light and easy-to-process wood-based material.

そして、従来、特許文献1に示すように、鉄筋コンクリート造の柱と梁とで囲まれた矩形空間(架構の構面内の空間)に対して木製(木質系素材製の一例)のブレースを備えた木製の壁体を嵌め込み固定することで、この木製壁体による剛性付与により、地震時の架構の変形を抑止するようにしたものがある。   Conventionally, as shown in Patent Document 1, a wooden (an example made of a wood-based material) is provided with a rectangular space (a space in a frame of a frame) surrounded by reinforced concrete columns and beams. Some wooden walls are fitted and fixed to prevent the deformation of the frame during an earthquake by providing rigidity with the wooden walls.

この木製壁体は、矩形空間の内面に沿って木製の角材からなる木製枠部材を鋼材で剛接合するとともに、該木製枠部材の二箇所に対して木製ブレースの端部の各々を鋼材と接着剤とで剛接合して構成されている。   This wooden wall body rigidly joins a wooden frame member made of wooden square material along the inner surface of the rectangular space with steel material, and bonds each of the ends of the wooden brace to the steel material at two locations of the wooden frame member. It is configured to be rigidly joined with the agent.

つまり、この木製壁体中の木製ブレースは、架構に剛接合された木製の枠部材との剛接合により、地震時等の架構の変形に対して引張応力と圧縮応力の両方を負担して架構の変形を抑止する。   In other words, the wooden brace in the wooden wall body bears both tensile stress and compressive stress against the deformation of the frame during an earthquake or the like by rigid connection with the wooden frame member rigidly bonded to the frame. Suppresses deformation.

特開2000−220303号公報(図3、図5)JP 2000-220303 A (FIGS. 3 and 5)

しかしながら、上記従来の耐震架構構造では、木製のブレースが引張力を負担するとき、架構とブレースの端部との接合部(剛接合部)そのものにも大きな引張力が作用するため、その大きな引張力で接合部が破損し、ブレースによる補強機能が喪失する問題が生じ得る。   However, in the conventional seismic frame structure, when the wooden brace bears the tensile force, a large tensile force acts on the joint (rigid joint) between the frame and the end of the brace itself. The joint may be damaged by force, and the problem of loss of the bracing reinforcement function may occur.

また、上述の架構とブレースの端部との接合部の破損を防止するのに、該接合部を大きな引張応力に十分に耐え得る頑強な構造にすることが考えられるが、この場合には、コストの増大や施工性の低下等の別の問題が生じる。   Moreover, in order to prevent damage to the joint portion between the frame and the end of the brace, it is conceivable to make the joint portion a robust structure that can sufficiently withstand a large tensile stress. Other problems such as increased cost and reduced workability occur.

本発明は、上述の実状に鑑みて為されたものであって、その主たる課題は、軽量且つ加工が容易な木質系素材からなるブレースを用いて架構の耐震化を美麗且つ簡便に行うことができながらも施工後の損傷も生じ難い耐震架構構造を提供する点にある。   The present invention has been made in view of the above-described actual situation, and its main problem is to make the frame earthquake-proof beautifully and simply using a brace made of a wooden material that is lightweight and easy to process. The point is to provide a seismic frame structure that can be easily damaged after construction.

本発明の第1特徴構成は、架構の構面内に木質系素材からなるブレースを設けてある耐震架構構造であって、
前記ブレースの軸方向においてブレースの端部の離間移動を許容し且つブレースの端部の近接移動を規制する状態でブレースの端部を保持する保持具を、前記架構に取付けるとともに、
少なくとも一端部を前記保持具に保持させる状態で前記ブレースを前記架構の構面内に取付けてある点にある。
The first characteristic configuration of the present invention is a seismic frame structure in which braces made of a wood-based material are provided in the frame surface of the frame,
A holder that holds the end of the brace in a state that allows the movement of the end of the brace in the axial direction of the brace and restricts the close movement of the end of the brace is attached to the frame,
The brace is attached to the frame of the frame with at least one end held by the holder.

上記構成によれば、木質系素材からなるブレース(以下、木質系ブレースと略称する場合がある。)に対して圧縮側となる架構の変形(揺れ動き)については、前記保持具によりブレース端部の近接移動を規制する状態で木質系ブレースに圧縮力を伝達するから、地震が発生したとき、木質系ブレースに圧縮力を負担させる状態で架構の変形に抵抗力を発揮させることができる。   According to the above configuration, with respect to the deformation (swing motion) of the frame on the compression side with respect to the brace made of a wood-based material (hereinafter sometimes abbreviated as a wood-based brace), the brace end of the brace is moved by the holder. Since the compressive force is transmitted to the wooden brace in a state in which the proximity movement is restricted, it is possible to exert a resistance to the deformation of the frame in a state where the compressive force is borne by the wooden brace when an earthquake occurs.

それでいて、木質系ブレースに対して引張側となる架構の変形については、保持具によるブレースの端部の離間移動の許容により、架構の変形に追従する保持具と、架構の変形に追従しない木質系ブレースの端部とが相対的に離間移動することで、架構とブレースの端部との接合部に引張力が作用するのを抑止することができる。   Nevertheless, with regard to the deformation of the frame on the tension side with respect to the wooden brace, the holder that follows the deformation of the frame and the wooden system that does not follow the deformation of the frame by allowing the brace end to move apart by the holder. Since the end portion of the brace moves relatively apart, it is possible to prevent a tensile force from acting on the joint portion between the frame and the end portion of the brace.

従って、軽量且つ加工が容易な木質系ブレースに圧縮力を負担させる状態で架構の耐震化を美麗且つ簡便に行うことができるとともに、地震時において架構とブレースの端部との接合部に引張力が作用して該接合部が破損する不都合が生じるのを抑止することができる。   Therefore, it is possible to beautifully and easily make the frame earthquake-resistant in a state in which the compression force is applied to the lightweight and easy-to-process wooden brace, and at the time of the earthquake, tensile force is applied to the joint between the frame and the end of the brace. It is possible to suppress the occurrence of inconvenience that the joint is damaged due to the action of.

本発明の第2特徴構成は、前記保持具は、前記ブレースの端部を内装状態で保持する保持筒部を備えるとともに、
前記保持筒部の外周側には、前記ブレースの端部を内部に挿入するための開閉操作自在な挿入口を設けてある点にある。
According to a second characteristic configuration of the present invention, the holder includes a holding cylinder portion that holds an end portion of the brace in an interior state,
On the outer peripheral side of the holding cylinder portion, there is provided an insertion port that can be opened and closed for inserting the end portion of the brace into the inside.

つまり、この構成によれば、前記保持具の保持筒部の外周側の挿入口を開いた状態で保持筒部の内部に木質系ブレースの端部を挿入し、その後に挿入口を閉じることで、木質系ブレースの端部を保持筒部に保持させることができる。   That is, according to this configuration, by inserting the end portion of the wooden brace into the holding cylinder portion with the insertion port on the outer peripheral side of the holding cylinder portion of the holder open, and then closing the insertion port The end portion of the wooden brace can be held by the holding cylinder portion.

それ故に、保持筒部の挿入口が架構の構面に対して直交する正面側や背面側を向く姿勢で前記保持具を架構に取付けることで、保持具を架構に取り付けた状態からの木質系ブレースの取付けが可能になるから、木質系ブレースの設置作業を容易に行うことができる。   Therefore, the wood system from the state in which the holder is attached to the frame by attaching the holder to the frame so that the insertion port of the holding cylinder part faces the front side or the back side perpendicular to the frame surface of the frame. Since the brace can be attached, the installation work of the wooden brace can be easily performed.

また、木質系ブレースの設置後において保持具を架構に残したままでの木質系ブレースの取外しも可能になるから、木質系ブレースの修理や交換等のメンテナンス作業も容易に行うことができる。   In addition, since it is possible to remove the wooden brace with the retainer remaining on the frame after the installation of the wooden brace, maintenance work such as repair and replacement of the wooden brace can be easily performed.

本発明の第3特徴構成は、前記ブレースの軸方向における前記保持具と前記ブレースの端部との対向面間に緩衝材を介在させてある点にある。   A third characteristic configuration of the present invention is that a cushioning material is interposed between opposing surfaces of the holding tool and the end of the brace in the axial direction of the brace.

つまり、地震時において木質系ブレースに対して圧縮側となる架構の変形が生じたとき、前記保持具によるブレース端部の近接移動の規制により保持具を介して木質系ブレースに圧縮力を伝達するが、架構の変形初期において木質系ブレースの突っ張り力が架構の保持具取付け部位に初動的に一挙に作用し、そのことで、架構の保持具取付け部位(又はブレースの端部)に損傷が生じる虞がある。   In other words, when deformation of the frame on the compression side occurs with respect to the wooden brace during an earthquake, the compression force is transmitted to the wooden brace via the holder by restricting the close movement of the brace end by the holder. However, in the early stage of deformation of the frame, the tensile force of the wooden brace acts on the frame holder attachment part at first, which causes damage to the frame holder attachment part (or the end of the brace). There is a fear.

これに対して、上記構成によれば、木質系ブレースの軸方向における前記保持具と前記ブレースの端部との対向面間に緩衝材を介在させてあるから、この緩衝材の緩衝作用により、架構の変形初期における初動的な木質系ブレースの突っ張り力によって架構の保持具取付け部位(又はブレースの端部)に損傷が生じるのを抑止することができる。   On the other hand, according to the above configuration, since the buffer material is interposed between the opposing surfaces of the holder and the end portion of the brace in the axial direction of the wooden brace, It is possible to prevent damage to the holding attachment part (or the end of the brace) of the frame due to the initial dynamic force of the wooden brace in the initial deformation of the frame.

本発明の第4特徴構成は、前記ブレースを、所定の重量毎で組付け可能に分割した分割ブレース部材から構成してある点にある。   According to a fourth characteristic configuration of the present invention, the brace is constituted by a divided brace member that is divided so as to be assembled at predetermined weights.

上記構成によれば、所定の重量(例えば、作業車一人で運搬可能な重量等)の分割ブレース部材単位で施工場所に運搬することができるから、前記ブレースの運搬を容易に行うことができる。   According to the above configuration, the brace can be transported easily because it can be transported to the construction site in units of a divided brace member having a predetermined weight (for example, a weight that can be transported by a work vehicle alone).

本発明の第5特徴構成は、前記ブレースは、その木質繊維が前記ブレースの軸方向に沿う状態に形成してあると共に、ブレース端面が前記ブレースの軸方向に対して垂直又は略垂直となるように形成してあり、
前記保持具は、前記ブレース端面に対する対向面が、前記ブレース端面と平行又は略平行となるように形成してある点にある。
According to a fifth characteristic configuration of the present invention, the brace is formed such that the wood fiber is in a state along the axial direction of the brace, and the brace end surface is perpendicular or substantially perpendicular to the axial direction of the brace. Formed
The holder is formed such that a surface facing the brace end surface is parallel or substantially parallel to the brace end surface.

上記構成によれば、ブレース端面に対して保持具から作用する軸力が、ブレースの木質繊維に沿って作用することになり、木質系ブレースが備えた軸耐力を、フルに発揮することができ、架構全体とした耐震性能の向上を図ることができる。   According to the above configuration, the axial force acting on the brace end surface from the holder acts along the wood fiber of the brace, and the shaft strength provided by the wood brace can be fully exhibited. The seismic performance of the entire frame can be improved.

耐震架構構造の正面図Front view of seismic frame structure 耐震架構構造の要部の縦断面図Longitudinal section of the main part of the seismic frame structure 図2におけるIII−III線断面図Sectional view taken along line III-III in FIG. 図2におけるIV−IV線断面図Sectional view along line IV-IV in FIG. (a)ブレースの要部の分解斜視図、(b)ブレースの要部の斜視図(A) Exploded perspective view of main part of brace, (b) Perspective view of main part of brace 耐震架構構造の分解図Exploded view of seismic frame structure 耐震架構構造の拡大分解図Enlarged exploded view of seismic frame structure (a)地震時の耐震架設構造の変形(圧縮側)を示す模式図、(b)地震時の耐震架設構造の変形(引張側)を示す模式図(A) Schematic diagram showing deformation (compression side) of seismic erection structure during earthquake, (b) Schematic diagram showing deformation (tensile side) of seismic erection structure during earthquake 別実施形態の耐震架構構造の正面図Front view of seismic frame structure of another embodiment 別実施形態の耐震架構構造の正面図Front view of seismic frame structure of another embodiment 別実施形態の耐震架構構造の正面図Front view of seismic frame structure of another embodiment 別実施形態の耐震架構構造におけるブレースの横断面図Cross-sectional view of braces in seismic frame structure according to another embodiment

図1は、鉄筋コンクリート造の柱1と梁2とからなる架構3の構面内に木質系素材からなるブレース4を設けてある耐震架構構造を示し、この耐震架構構造は、架構3の内面における柱1と梁2の接続箇所である仕口部5のうち、対角方向に分散位置する二箇所の仕口部5に金属製の保持具6を接着剤Jで取付けるとともに、該保持具6の各々にブレース4の端部4Aの各々を保持させて構成してある。なお、架構3は、鉄筋コンクリート造に限らず、鉄骨鉄筋コンクリート造や鉄骨造等であってもよい。   FIG. 1 shows an earthquake-resistant frame structure in which a brace 4 made of a wooden material is provided in a frame 3 made of a reinforced concrete column 1 and a beam 2, and this earthquake-resistant frame structure is formed on the inner surface of the frame 3. A metal holder 6 is attached with adhesive J to two joint portions 5 that are dispersed in the diagonal direction among the joint portions 5 that are the connecting portions of the columns 1 and the beams 2. Each of the end portions 4A of the brace 4 is held by each. The frame 3 is not limited to a reinforced concrete structure, and may be a steel reinforced concrete structure, a steel frame structure, or the like.

前記保持具6は、図2、図3、図6、図7に示すように、仕口部5の内面における柱1の上端部に対する取付け面7aと梁の端部との取付け面7bとを外面に備えた側面視L字状の取付け板部7(取付け部の一例)と、ブレース4の端部4Aを内装状態で保持する保持筒部8(保持部の一例)とを一体的に備えてなる。   2, 3, 6, and 7, the holder 6 includes an attachment surface 7 a for the upper end of the column 1 on the inner surface of the joint portion 5 and an attachment surface 7 b for the end of the beam. An attachment plate portion 7 (an example of an attachment portion) having an L shape in side view provided on the outer surface and a holding cylinder portion 8 (an example of a holding portion) that holds the end portion 4A of the brace 4 in an interior state are integrally provided. It becomes.

そして、仕口部5の内面に対して取付け板部7の各取付け面7a、7bをエポキシ樹脂系の接着剤Jで接着接合するとともに、前記保持筒部8の内部に前記ブレース4の端部4Aをブレース4の軸方向に対応する筒長さ方向の一定範囲で移動自在な状態で保持させてある。   Then, the attachment surfaces 7 a and 7 b of the attachment plate portion 7 are adhesively bonded to the inner surface of the joint portion 5 with an epoxy resin adhesive J, and the end portion of the brace 4 is provided inside the holding cylinder portion 8. 4A is held in a movable state within a certain range in the cylinder length direction corresponding to the axial direction of the brace 4.

つまり、前記保持筒部8の内周面(後述する側板部8a〜8dの内側面)は、前記ブレース4の端部4Aをブレース4の軸方向に沿って移動案内する移動ガイド面を構成する。   That is, the inner peripheral surface of the holding cylinder portion 8 (inner side surfaces of side plate portions 8a to 8d described later) constitutes a movement guide surface that moves and guides the end portion 4A of the brace 4 along the axial direction of the brace 4. .

なお、9は取付け板部7と保持筒部8とに亘る連結板部であり、10は該連結板部9を補強する板状の補強リブである。   Reference numeral 9 denotes a connecting plate portion extending over the mounting plate portion 7 and the holding cylinder portion 8, and 10 denotes a plate-like reinforcing rib that reinforces the connecting plate portion 9.

図2、図7に示すように、前記保持筒部8の一端側(取付け板部7の側)の奥側部位には、ブレース4の端部4Aの近接移動を規制する底板部8A(移動規制部の一例)が設けられている。   As shown in FIG. 2 and FIG. 7, a bottom plate portion 8 </ b> A (movement) that restricts the proximity movement of the end portion 4 </ b> A of the brace 4 is provided at the back side portion on one end side (the attachment plate portion 7 side) of the holding cylinder portion 8. An example of a regulation part) is provided.

つまり、この保持筒部8は、ブレース4の端部4Aと底板部8Aとの当接によりブレース4の軸方向に圧縮力を伝達可能な状態で、且つ、底板部8Aから保持筒部8の開口面8Dまでの長さ寸法Lの範囲(厳密には、長さ寸法Lから後述する緩衝材11の厚みを差し引いた長さ範囲)でブレース4の端部4Aの離間移動を自由に許容する状態で、ブレース4の端部4Aを保持する。   That is, the holding cylinder portion 8 is in a state in which a compressive force can be transmitted in the axial direction of the brace 4 by the contact between the end portion 4A of the brace 4 and the bottom plate portion 8A, and the holding cylinder portion 8 is connected to the holding cylinder portion 8 from the bottom plate portion 8A. The separation movement of the end portion 4A of the brace 4 is freely allowed within the range of the length dimension L up to the opening surface 8D (strictly, the length range obtained by subtracting the thickness of the buffer material 11 described later from the length dimension L). In the state, the end 4A of the brace 4 is held.

尚、底板部8Aの表面8Aa(ブレース端面に対する対向面に相当)は、ブレース端面4Aaと平行又は略平行となるように形成してあり、且つ、ブレース4の軸方向に対して垂直又は略垂直となるように形成してある。また、ブレース4は、前述のとおり、木質系素材で形成してあり、その木質繊維4cは、図2に示すように、ブレース4の軸方向に沿う状態で形成してある。従って、底板部8Aから作用する圧縮力の作用方向と繊維方向とが一致(又は略一致)し、木質系素材に備えた軸耐力を、フルに発揮することができる。   The surface 8Aa (corresponding to the surface facing the brace end surface) of the bottom plate portion 8A is formed to be parallel or substantially parallel to the brace end surface 4Aa, and is perpendicular or substantially perpendicular to the axial direction of the brace 4. It is formed so that Further, as described above, the brace 4 is made of a wood-based material, and the wood fiber 4c is formed in a state along the axial direction of the brace 4, as shown in FIG. Therefore, the action direction of the compressive force acting from the bottom plate portion 8A and the fiber direction coincide (or substantially coincide), and the axial strength provided for the wood-based material can be fully exhibited.

また、図3、図6、図7に示すように、保持具6の保持筒部8の周壁を構成する4つの側板部8a〜8dのうちの一つの側板部8a、本例では、取付け板部7を仕口部5に取付けた姿勢で架構3の正面側(正面側又は背面側の一例)を向く横側面側の側板部8aを着脱操作自在な蓋部材9(開閉手段の一例)から構成してある。   Moreover, as shown in FIG. 3, FIG. 6, FIG. 7, one side plate portion 8a among the four side plate portions 8a to 8d constituting the peripheral wall of the holding cylinder portion 8 of the holder 6, in this example, a mounting plate From the lid member 9 (an example of opening and closing means) that can be detachably attached to the side plate 8a on the side of the lateral side facing the front side (an example of the front side or the back side) of the frame 3 with the posture where the portion 7 is attached to the joint portion 5. It is configured.

つまり、保持具6は、蓋部材9を残余の保持具本体13から着脱操作することにより、前記ブレース4の端部4Aを架構3の構面に直交する方向に沿って保持筒部8の内部に挿入(又は、保持筒部8の内部から離脱)するための挿入口8Bを開閉操作自在な構成にしてある。   That is, the holder 6 is configured to attach and detach the lid member 9 from the remaining holder main body 13 so that the end 4A of the brace 4 is placed inside the holding cylinder portion 8 along the direction perpendicular to the construction surface of the frame 3. The insertion port 8B for insertion into (or removal from the inside of the holding cylinder portion 8) is configured to be openable and closable.

前記蓋部材9は、前記側板部8aを構成する基板部9Aと、これの両端部から直交方向の一方側に延びる一対の取付け板部9Bとを備えた横断面視略コの字状の金具から構成してあり、図3に示すように、前記挿入口8Bの開口縁を構成する一対の側板部8b、8dの夫々に対して各取付け板部9Bを外方から重合させた姿勢でビス等の取付け手段Bで取り付けることで、保持具本体13に対して着脱自在に取付けてある。   The lid member 9 is a substantially U-shaped metal fitting in a cross-sectional view including a base plate portion 9A constituting the side plate portion 8a and a pair of mounting plate portions 9B extending from one end in the orthogonal direction to both ends thereof. As shown in FIG. 3, each mounting plate 9B is superposed from the outside with respect to each of the pair of side plate portions 8b and 8d constituting the opening edge of the insertion port 8B. By attaching with attachment means B such as the above, the holder body 13 is detachably attached.

図3、図7に示すように、前記保持筒部8の底板部8Aの内面とブレース4の端部4Aとの対向面間には、シーリング材等からなる緩衝材11を介在させてあり、当該底板部8Aとブレース4の端部4Aとの間での初動的な圧縮力の伝達(逆言すれば、初動的な突っ張り力の伝達)を緩衝材11で緩衝し、この初動的な圧縮力で、架構3の仕口部5に損傷が生じるのを抑止するようにしてある。   As shown in FIGS. 3 and 7, a cushioning material 11 made of a sealing material or the like is interposed between the opposing surfaces of the bottom plate portion 8 </ b> A of the holding cylinder portion 8 and the end portion 4 </ b> A of the brace 4, The initial dynamic compression between the bottom plate portion 8A and the end portion 4A of the brace 4 (in other words, the transmission of the initial tensile force) is buffered by the buffer material 11, and this initial dynamic compression is performed. The force prevents the joint portion 5 of the frame 3 from being damaged.

なお、この緩衝材11は、前記保持筒部8の周壁を構成する各側壁部8a〜8dの内面とブレース4の端部4Aの外周面との対向面間にも介在させてある。   The buffer material 11 is also interposed between opposing surfaces of the inner surfaces of the side wall portions 8 a to 8 d constituting the peripheral wall of the holding cylinder portion 8 and the outer peripheral surface of the end portion 4 </ b> A of the brace 4.

前記ブレース4は、図4〜図7に示すように、作業者一人で運搬可能な重量(所定の重量の一例)の4本の分割ブレース部材4aから構成してあり、図5に示すように、これら4本の分割ブレース部材4aを組んだ状態から外周面の各面における一方側に偏倚した箇所の夫々で厚み方向に隣接する二本の分割ブレース部材4aを固定釘12(固定手段の一例)で縫い付けることで、施工現場等の適所で組み付けて構成してある。なお、分割ブレース部材4aは、本例では集成材から構成してある。また、分割ブレース部材4aを固定する固定手段は、固定釘12に限らず、ねじやビス等であってもよい。   As shown in FIGS. 4 to 7, the brace 4 is composed of four divided brace members 4 a having a weight (one example of a predetermined weight) that can be carried by one worker, as shown in FIG. 5. The two split brace members 4a adjacent to each other in the thickness direction are fixed to the fixing nail 12 (an example of the fixing means) at each of the portions that are biased to one side of each of the outer peripheral surfaces from the assembled state of the four split brace members 4a. ), And assembled at an appropriate place such as construction site. In addition, the division | segmentation brace member 4a is comprised from the laminated material in this example. The fixing means for fixing the divided brace member 4a is not limited to the fixing nail 12, but may be a screw, a screw, or the like.

そして、地震が発生したとき、架構3には、木質系素材製のブレース4に対して圧縮側となる揺れと、ブレース4に対して引張側となる揺れが交互に生じるが、この耐震架構構造では圧縮側及び引張側の各揺れに対して以下のように作用する。   When an earthquake occurs, the frame 3 alternately has a vibration on the compression side with respect to the brace 4 made of a wooden material and a vibration on the tension side with respect to the brace 4. Then, it acts as follows with respect to each swing on the compression side and the tension side.

まず、前記ブレース4に対して圧縮側となる架構3の揺れについては、前記保持具6に形成された底板部8Aによるブレース4の端部4Aの近接移動の接当規制(図2参照)により、図8(a)に示すように、保持具6を介してブレース4に軸方向に沿う圧縮力を伝達し、ブレース4に圧縮力を負担させる状態で架構3の揺れに対して抵抗力を発揮する。   First, regarding the swing of the frame 3 on the compression side with respect to the brace 4, the contact restriction of the close movement of the end portion 4 </ b> A of the brace 4 by the bottom plate portion 8 </ b> A formed on the holder 6 (see FIG. 2). As shown in FIG. 8 (a), a compressive force along the axial direction is transmitted to the brace 4 via the holder 6, and the brace 4 bears the compressive force, and resists the frame 3 from shaking. Demonstrate.

一方、前記ブレース4に対して引張側となる架構3の揺れについては、図8(b)に示すように、ブレース4の端部4Aは架構3の変形に追従せずに保持具6だけが架構3の変形に追従することで、ブレース4の端部4Aと保持具6の底板部8Aとが寸法Aの分だけ相対的に離間移動し、これにより、架構3とブレース4の端部4Aとの接合部(つまり、保持具6と仕口部5との接合箇所)に引張力が作用するのを回避する。   On the other hand, with respect to the swing of the frame 3 on the tension side with respect to the brace 4, the end 4A of the brace 4 does not follow the deformation of the frame 3 as shown in FIG. By following the deformation of the frame 3, the end 4 </ b> A of the brace 4 and the bottom plate 8 </ b> A of the holder 6 are moved relatively apart by the dimension A, whereby the frame 3 and the end 4 </ b> A of the brace 4 are moved. It is avoided that a tensile force acts on the joint part (that is, the joint part between the holder 6 and the joint part 5).

従って、この耐震架構構造によれば、軽量且つ加工が容易な木質系素材製のブレース4に圧縮力を負担させる状態で架構3の耐震化を美麗且つ簡便に行うことができるとともに、地震時において架構3とブレース4の端部4Aとの接合部に引張力が作用して該接合部が破損する不都合が生じるのを抑止することができる。   Therefore, according to this seismic frame structure, it is possible to make the frame 3 quake-proof in a state where a compression force is applied to the brace 4 made of a wooden material that is light and easy to process, and at the time of an earthquake. It is possible to prevent a disadvantage that the tensile force acts on the joint portion between the frame 3 and the end portion 4A of the brace 4 to break the joint portion.

上述の如く構成された耐震架構構造は、例えば、以下のようにして構築することができる(図5〜図7を参照)。   The earthquake-resistant frame structure configured as described above can be constructed, for example, as follows (see FIGS. 5 to 7).

前記保持具6と前記分割ブレース部材4aとを施工現場(耐震化の対象となる新設又は既設の架構3の側)に運搬する。前述の如く、分割ブレース部材4aは一人で運搬可能な重量に設定してあるので、容易に運搬することができる。   The said holder 6 and the said division | segmentation brace member 4a are conveyed to a construction site (the side of the newly installed or existing frame 3 used as the object of earthquake resistance). As described above, since the divided brace member 4a is set to a weight that can be carried by one person, it can be easily carried.

次に、図6に示すように、架構3の二箇所の仕口部5の各々に対して、各保持具6の保持具本体13を、それの挿入口8Bが架構3の正面側を向く同一姿勢で取り付けるとともに、図5に示すように、各分割ブレース部材4aを組み付けてブレース4を構成する。   Next, as shown in FIG. 6, with respect to each of the two joint portions 5 of the frame 3, the holder body 13 of each holder 6 and its insertion port 8 </ b> B face the front side of the frame 3. As shown in FIG. 5, the braces 4 are configured by assembling the divided brace members 4 a together with mounting in the same posture.

この保持具本体13の取付け作業は、取付け板部7を仕口部5の内面に接着剤Jで接着接合するだけであるので、容易に取り付けることができる。   The attachment work of the holder main body 13 can be easily performed because the attachment plate portion 7 is simply bonded and bonded to the inner surface of the joint portion 5 with the adhesive J.

そして、ブレース4の各端部4Aと保持筒部8の内面との間に緩衝材11が介在するように保持筒部8の各内面8a〜8dに緩衝材11を設けた状態で、図6に示すように、架構3の正面側からブレース4を架構3に近接操作してブレース4の各端部4Aを保持具本体13の挿入口8Bを通じて保持筒部8の内部に挿入し、更に、各保持具本体13に対して蓋部材9を取り付け、図1に示す耐震架設構造が完成する。   And in the state which provided the buffer material 11 in each inner surface 8a-8d of the holding | maintenance cylinder part 8 so that the buffer material 11 may interpose between each edge part 4A of the brace 4 and the inner surface of the holding cylinder part 8, FIG. As shown in FIG. 4, the brace 4 is operated in proximity to the frame 3 from the front side of the frame 3 to insert each end 4A of the brace 4 into the holding cylinder 8 through the insertion port 8B of the holder body 13, The lid member 9 is attached to each holder main body 13 to complete the earthquake resistant construction shown in FIG.

〔別実施形態〕
(1)前記ブレース4を構成する木質系素材は、前述の実施形態で示した集成材に限らず無垢材等であってもよく、要するに、木材繊維を少なくとも一部に含むものであればよい。
[Another embodiment]
(1) The wood-based material constituting the brace 4 is not limited to the laminated material shown in the above-described embodiment, and may be a solid material or the like. In short, any material that includes wood fibers at least in part may be used. .

(2)前述の実施形態では、前記ブレース4の両方の端部4Aを前記保持具6に保持させる場合を例に示したが、前記ブレース4の一方の端部4Aを前記保持具6に保持させれば、他方の端部4Aは別途の接合構造(例えば、鋼材等で剛接合)を採用してもよい。   (2) In the above-described embodiment, the case where both the end portions 4A of the brace 4 are held by the holding tool 6 is shown as an example. However, one end portion 4A of the brace 4 is held by the holding tool 6. In this case, the other end portion 4A may adopt a separate joining structure (for example, rigid joining with a steel material or the like).

(3)前述の実施形態では、保持具6におけるブレース4の端部4Aを保持する保持部を、ブレース4の端部4Aを内装状態で保持する保持筒部8から構成する例を示したが、例えば、ブレース4の端部4Aの外周面の各面(4面)の夫々の一部(幅方向中間部)に接当する板状又は棒状の接当片を設け、この4本の接当片により、ブレース軸芯に交差する方向への移動を接当規制する状態でブレース4の端部4Aを保持させるようにしてもよい。   (3) In the above-described embodiment, the example in which the holding portion that holds the end portion 4A of the brace 4 in the holding tool 6 is configured from the holding cylinder portion 8 that holds the end portion 4A of the brace 4 in the interior state is shown. For example, a plate-shaped or bar-shaped contact piece that contacts each part (intermediate portion in the width direction) of each surface (four surfaces) of the outer peripheral surface of the end portion 4A of the brace 4 is provided. You may make it hold | maintain the edge part 4A of the brace 4 in the state which carries out contact regulation of the movement to the direction which cross | intersects a brace axial center by this piece.

(4)前述の実施形態では、架構3の二箇所の仕口部5に対し一本の木質系素材製のブレース4を配する場合を例に挙げて説明したが、例えば、図9に示すように、4箇所の仕口部5に対してX字状に二本の前記ブレース4、4´を配してもよい。   (4) In the above-described embodiment, the case where one brace 4 made of a wood-based material is arranged for the two joints 5 of the frame 3 has been described as an example. For example, FIG. As described above, the two braces 4 and 4 ′ may be arranged in an X shape with respect to the four joint portions 5.

この場合、例えば、ブレース4、4´の交差箇所において一方のブレース4´を二分割し、それの対向端面間に他方のブレース4の長さ方向中間部を配置した状態で、表側に着脱自在な蓋部材14aを備えた変形筒状の継手部材14で該交差箇所を保持させるようにしてもよい。   In this case, for example, one brace 4 'is divided into two at the intersections of the braces 4, 4', and the middle part in the length direction of the other brace 4 is arranged between the opposite end faces, so that it can be detachably attached to the front side. The intersecting portion may be held by a deformed cylindrical joint member 14 having a lid member 14a.

(5)前述の実施形態では、前記ブレース4を所定重量毎で分割した分割ブレース4aとして、前記ブレース4を縦割した細角形のものを例に示したが、前記ブレース4を横割した短尺のものであってもよい。   (5) In the above-described embodiment, the split brace 4a obtained by dividing the brace 4 by a predetermined weight is shown as an example of a narrow rectangular shape in which the brace 4 is vertically divided. It may be a thing.

この場合、例えば、図10に示すように、両端側に有底筒状(又は、無底筒状)の保持筒部15aを備えた継手部材15で分割ブレース部材4aの端面どうしを組み付け保持する構成にしてもよい。   In this case, for example, as shown in FIG. 10, the end faces of the divided brace members 4a are assembled and held by the joint member 15 having the bottomed cylindrical (or bottomless cylindrical) holding cylinder portion 15a on both ends. It may be configured.

また、例えば、図11に示しように、一方の端面に凹部4bを形成し、且つ、他方の端面に凸部4dを形成した分割ブレース部材4aの複数本を、隣接端面間において一方の分割ブレース材4aの凹部4bと他方の分割ブレース4aの凸部4dとを嵌合させる状態で組み付ける構成にしてもよい。   Further, for example, as shown in FIG. 11, a plurality of divided brace members 4a each having a concave portion 4b formed on one end surface and a convex portion 4d formed on the other end surface may be divided into one divided brace between adjacent end surfaces. You may make it the structure assembled | attached in the state which fits the recessed part 4b of the material 4a, and the convex part 4d of the other division | segmentation brace 4a.

(6)前述の実施形態では、前記ブレース4を縦割した分割ブレース4aが、断面正方形の細角形の角材を断面正方形となる状態に組み付ける例を示したが、例えば、図12(a)に示すように、断面長方形の4本の細角形の角材を断面十字形となる状態に組み付けたり、図12(b)に示すように、断面正方形の9本の細角形の角材を断面正方形となる状態に組み付けたり、図12(c)に示すように、複数枚の板材を断面正方形となる状態に組み付けたりしてもよい。   (6) In the above-described embodiment, the example in which the divided braces 4a obtained by vertically dividing the braces 4 are assembled into a state in which a square member having a square cross section is formed into a square shape is shown in FIG. As shown in the figure, four small square bars having a rectangular cross section are assembled into a cross shape, or nine narrow square bars having a square cross section are square as shown in FIG. 12 (b). As shown in FIG. 12C, a plurality of plate members may be assembled in a state of a square cross section.

3 架構
4、4´ ブレース
4Aa ブレース端面
4a 分割ブレース部材
4c 木質繊維
6 保持具
8 保持筒部
8Aa ブレース端面に対する対向面
8B 挿入口
11 緩衝材
DESCRIPTION OF SYMBOLS 3 Frame 4, 4 'Brace 4Aa Brace end surface 4a Split brace member 4c Wood fiber 6 Holder 8 Holding cylinder part 8Aa Opposite surface with respect to brace end surface 8B Insertion port 11 Buffer material

Claims (5)

架構の構面内に木質系素材からなるブレースを設けてある耐震架構構造であって、
前記ブレースの軸方向においてブレースの端部の離間移動を許容し且つブレースの端部の近接移動を規制する状態でブレースの端部を保持する保持具を、前記架構に取付けるとともに、
少なくとも一端部を前記保持具に保持させる状態で前記ブレースを前記架構の構面内に取付けてある耐震架構構造。
A seismic frame structure with braces made of wood material in the frame surface,
A holder that holds the end of the brace in a state that allows the movement of the end of the brace in the axial direction of the brace and restricts the close movement of the end of the brace is attached to the frame,
A seismic frame structure in which the brace is attached to the frame surface of the frame with at least one end held by the holder.
前記保持具は、前記ブレースの端部を内装状態で保持する保持筒部を備えるとともに、
前記保持筒部の外周側には、前記ブレースの端部を内部に挿入可能な開閉操作自在な挿入口を設けてある請求項1記載の耐震架構構造。
The holder includes a holding cylinder portion that holds the end of the brace in an interior state,
The earthquake-resistant frame structure according to claim 1, wherein an insertion opening that can be opened and closed is provided on an outer peripheral side of the holding cylinder portion so that an end portion of the brace can be inserted therein.
前記ブレースの軸方向における前記保持具と前記ブレースの端部との対向面間に緩衝材を介在させてある請求項1又は2記載の耐震架構構造。   The earthquake-resistant frame structure according to claim 1 or 2, wherein a cushioning material is interposed between opposed surfaces of the holding tool and an end of the brace in the axial direction of the brace. 前記ブレースを、所定の重量毎で組付け可能に分割した分割ブレース部材から構成してある請求項1〜3のいずれか1項に記載の耐震架構構造。   The seismic frame structure according to any one of claims 1 to 3, wherein the brace is composed of a divided brace member that is divided so as to be assembled at predetermined weights. 前記ブレースは、その木質繊維が前記ブレースの軸方向に沿う状態に形成してあると共に、ブレース端面が前記ブレースの軸方向に対して垂直又は略垂直となるように形成してあり、
前記保持具は、前記ブレース端面に対する対向面が、前記ブレース端面と平行又は略平行となるように形成してある請求項1〜4の何れか1項に記載の耐震架構構造。
The brace is formed such that the wood fiber is in a state along the axial direction of the brace, and the brace end surface is formed to be perpendicular or substantially perpendicular to the axial direction of the brace,
The earthquake-resistant frame structure according to any one of claims 1 to 4, wherein the holding tool is formed such that a surface facing the brace end surface is parallel or substantially parallel to the brace end surface.
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Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104631644A (en) * 2015-01-09 2015-05-20 上海大学 Novel connection node structure
JP2017110402A (en) * 2015-12-16 2017-06-22 株式会社竹中工務店 Buckling stiffening brace
JP2017141560A (en) * 2016-02-08 2017-08-17 株式会社竹中工務店 Axial force transmission structure
JP2017186808A (en) * 2016-04-06 2017-10-12 株式会社竹中工務店 Woody brace structure

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JPH10280538A (en) * 1997-04-04 1998-10-20 Seiji Hosokawa Binding construction of brace in wooden building and metal fixture thereof
JPH1181469A (en) * 1997-09-05 1999-03-26 Tsutomu Kimura Brace
JP2000273953A (en) * 1999-03-24 2000-10-03 Yoshiki Shirahama Attaching device for brace etc. in wooden framework method etc. and constituent members
JP2001040765A (en) * 1999-07-28 2001-02-13 Seiji Hosokawa Brace fastening structure and fitting therefor

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JPH10280538A (en) * 1997-04-04 1998-10-20 Seiji Hosokawa Binding construction of brace in wooden building and metal fixture thereof
JPH1181469A (en) * 1997-09-05 1999-03-26 Tsutomu Kimura Brace
JP2000273953A (en) * 1999-03-24 2000-10-03 Yoshiki Shirahama Attaching device for brace etc. in wooden framework method etc. and constituent members
JP2001040765A (en) * 1999-07-28 2001-02-13 Seiji Hosokawa Brace fastening structure and fitting therefor

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奥野雄一郎 ほか: "木圧着ブレースを用いた耐震補強工法の研究 その1 工法概要および架構実験概要", 日本建築学会大会学術講演梗概集, vol. 構造4, JPN6017022530, September 2015 (2015-09-01), JP, pages 699 - 700, ISSN: 0003581180 *

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104631644A (en) * 2015-01-09 2015-05-20 上海大学 Novel connection node structure
JP2017110402A (en) * 2015-12-16 2017-06-22 株式会社竹中工務店 Buckling stiffening brace
JP2017141560A (en) * 2016-02-08 2017-08-17 株式会社竹中工務店 Axial force transmission structure
JP2017186808A (en) * 2016-04-06 2017-10-12 株式会社竹中工務店 Woody brace structure

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