JP2009249833A - Buckling restraining brace and its manufacturing method - Google Patents

Buckling restraining brace and its manufacturing method Download PDF

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JP2009249833A
JP2009249833A JP2008095708A JP2008095708A JP2009249833A JP 2009249833 A JP2009249833 A JP 2009249833A JP 2008095708 A JP2008095708 A JP 2008095708A JP 2008095708 A JP2008095708 A JP 2008095708A JP 2009249833 A JP2009249833 A JP 2009249833A
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mortar
buckling
concrete
lid member
core material
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JP5252971B2 (en
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Yuki Okamoto
勇紀 岡本
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Daiwa House Industry Co Ltd
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Daiwa House Industry Co Ltd
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Abstract

<P>PROBLEM TO BE SOLVED: To provide an easy-to-manufacture buckling restraining brace which dispenses with the operation of smoothing a sliding contact surface of a restraining material, and a manufacturing method for the buckling restraining brace. <P>SOLUTION: This buckling restraining brace 1 comprises a core material 2, and a pair of the restraining materials 3 which are arranged along both surfaces of the core material 2. The pair of restraining materials 3 are provided with channel steel materials 4 which are opened on the side of the core material 2, and mortar or concrete 5 which is infilled into the channel steel material 4. A plate-like cover member 6 which covers a surface of the mortar or the concrete 5 and is bonded to the mortar or the concrete 5 by the hardening of the mortar or the concrete is provided. <P>COPYRIGHT: (C)2010,JPO&INPIT

Description

この発明は、構造物の骨組みに組み込まれ、地震等の際に振動エネルギーを吸収して振動を減衰させる座屈拘束ブレースに関する。   The present invention relates to a buckling-restrained brace that is incorporated in a framework of a structure and absorbs vibration energy and attenuates vibration in the event of an earthquake or the like.

座屈拘束ブレースとしては、従来より、芯材の周囲を鋼板のみで補剛したもの、ＲＣで補剛したもの、鋼材とモルタルで被覆したもの等、様々な補剛形式が提案され、実用化されている。例えばその一例として、両フランジが不等辺となった溝形断面に鋼板を曲げ加工した溝形鋼材内に、モルタルまたはコンクリートを充填してなる一対の拘束材で、芯材を挟み付けた構成のものが知られている。
特開２００３−２９３４６１号公報 For buckling restrained braces, various types of stiffening have been proposed and put into practical use, such as those in which the periphery of the core is stiffened only with steel plates, those stiffened with RC, and those coated with steel and mortar. Has been. For example, as an example, the core material is sandwiched between a pair of constraining materials filled with mortar or concrete in a grooved steel material in which a steel plate is bent into a grooved cross section with both flanges being unequal sides. Things are known.
JP 2003-293461 A

上記構成の座屈拘束ブレースでは、拘束材の製作において、図５（Ａ１），（Ａ２）に平面図および断面図で示す溝形鋼材２４内に、図５（Ｂ１），（Ｂ２）に平面図および断面図で示すようにモルタル（またはコンクリート）２５を充填する。この後、打ち上がり面の不陸を最小限に抑えるために、硬化したモルタル２５の表面をグラインダで平滑に均す作業を行う。
このモルタル２５の表面の均し作業は、広い面を均等に均す必要があり、例えば長い座屈拘束ブレースでは７〜８ｍに渡って均等に均す必要がある。均等に均すために、何度も均し作業を行うことが必要な場合もある。モルタル２５の表面に不陸があると、芯材と拘束材との間の滑りが円滑に生じず、座屈拘束ブレースとしての機能が損なわれるためである。このため均し作業が難しく、作業や天端レベル管理に多くの人工が割かれている。 In the buckling restraint brace having the above-described configuration, in the production of the restraint material, the grooved steel material 24 shown in the plan view and the cross-sectional view in FIGS. 5A1 and 5A2 and the plan view in FIGS. 5B1 and 5B2 are shown. Mortar (or concrete) 25 is filled as shown in the figures and cross-sectional views. Thereafter, in order to minimize the unevenness of the launch surface, the surface of the cured mortar 25 is smoothed with a grinder.
The leveling operation of the surface of the mortar 25 needs to level a wide surface evenly. For example, a long buckling restrained brace needs to level evenly over 7 to 8 m. In some cases, it may be necessary to perform a leveling operation over and over to equalize evenly. This is because if the surface of the mortar 25 is uneven, the slip between the core material and the restraint material does not occur smoothly, and the function as a buckling restraint brace is impaired. For this reason, leveling work is difficult, and a lot of man-made work is devoted to work and top level management.

この発明の目的は、拘束材の滑り接触面の均し作業が不要で、製造の容易な座屈拘束ブレースおよびその製造方法を提供することである。   An object of the present invention is to provide a buckling-restrained brace and a method for manufacturing the same that do not require a leveling operation of the sliding contact surface of the restraining material and are easy to manufacture.

この発明の座屈拘束ブレースは、芯材と、この芯材の両面に沿って配置した一対の拘束材とを有する座屈拘束ブレースにおいて、前記一対の拘束材は、それぞれ前記芯材側が開口した溝形鋼材と、この溝形鋼材内に充填したモルタルまたはコンクリートと、このモルタルまたはコンクリートの表面を覆いかつこのモルタルまたはコンクリートにその硬化によって接着された板状の蓋部材とを有することを特徴とする。
この構成によると、蓋部材の表面が芯材に接面する拘束材の天端となることから、硬化後のモルタルまたはコンクリートの表面を平滑にする均す作業が不要で、天端レベルの管理も要らず、拘束材を容易に製作できる。これにより、座屈拘束ブレースを容易に製造できる。 The buckling constraining brace of the present invention is a buckling constraining brace having a core material and a pair of constraining materials arranged along both sides of the core material, and the pair of constraining materials each have an opening on the core material side. It is characterized by having a channel steel, a mortar or concrete filled in the channel steel, and a plate-like lid member that covers the surface of the mortar or concrete and is bonded to the mortar or concrete by hardening. To do.
According to this configuration, the surface of the lid member becomes the top edge of the restraint material that contacts the core material, so there is no need for leveling work to smooth the surface of the mortar or concrete after curing, and management at the top edge level The restraint material can be easily manufactured. Thereby, a buckling restraint brace can be manufactured easily.

この発明において，前記蓋部材が、プレキャストコンクリート、合板、または鋼板からなるものあっても良い。   In the present invention, the lid member may be made of precast concrete, plywood, or steel plate.

この発明の座屈拘束ブレースの製造方法は、この発明の座屈拘束ブレースを製造する方法であって、溝形鋼材内にモルタルまたはコンクリートを充填する過程と、前記モルタルまたはコンクリートの表面が硬化する前に、その表面に板状の蓋部材を被せて拘束材とする過程と、前記拘束材の一対をそれらの前記蓋部材が芯材に対向するように芯材の両面に沿って配置して座屈拘束ブレースとする過程とを含むことを特徴とする。
この製造方法によると、蓋部材の表面が芯材に接面する拘束材の天端となるが、モルタルまたはコンクリートの表面が硬化する前に蓋部材を被せるため、モルタルまたはコンクリートの硬化に伴う接着力で、蓋部材がモルタルまたはコンクリートに接着される。そのため、硬化後のモルタルまたはコンクリートの表面を平滑にする均す作業が不要で、また蓋部材をモルタルまたはコンクリートに接着する作業も不要となる。このため、天端レベルの管理も要らず、拘束材を容易に製作できる。これにより、座屈拘束ブレースを容易に製造することができる。 The method for manufacturing a buckling-restrained brace according to the present invention is a method for manufacturing the buckling-restraining brace according to the present invention. Before, the process of covering the surface with a plate-like lid member to be a restraining material, and arranging a pair of the restraining material along both sides of the core material so that the lid member faces the core material And a step of forming a buckling-restrained brace.
According to this manufacturing method, the surface of the lid member becomes the top edge of the restraint material that contacts the core material, but the cover member is covered before the surface of the mortar or concrete is cured, so that the adhesion accompanying the curing of the mortar or concrete By force, the lid member is bonded to the mortar or concrete. Therefore, the work of leveling the surface of the mortar or concrete after curing is unnecessary, and the work of bonding the lid member to the mortar or concrete is also unnecessary. For this reason, it is not necessary to manage the top level, and the restraint material can be easily manufactured. Thereby, a buckling restraint brace can be manufactured easily.

この発明の他の座屈拘束ブレースの製造方法は、この発明の座屈拘束ブレースを製造する方法であって、充填用孔を有する板状の蓋部材を、溝形鋼材内に設けた支持具の上に配置する過程と、前記蓋部材の充填用孔から前記溝形鋼材内にモルタルまたはコンクリートを充填して拘束材とする過程と、前記拘束材の一対をそれらの前記蓋部材が芯材に対向するように芯材の両面に沿って配置して座屈拘束ブレースとする過程とを含むことを特徴とする。
この製造方法によると、蓋部材の表面が芯材に接面する拘束材の天端となるが、蓋部材に充填用孔を設けてモルタルまたはコンクリートを充填するため、その充填されたモルタルまたはコンクリートの硬化に伴って、蓋部材がモルタルまたはコンクリートに接着される。蓋部材は、溝形鋼材内に支持具で支持するため、その表面の高さを適正な高さに支持しておいて、モルタルまたはコンクリートの充填が行える。そのため、硬化後のモルタルまたはコンクリートの表面を平滑にする均す作業が不要で、天端レベルの管理も要らず、拘束材を容易に製作できる。これにより、座屈拘束ブレースを容易に製造できる。 Another method for manufacturing a buckling-restrained brace according to the present invention is a method for manufacturing a buckling-restraining brace according to the present invention, wherein a plate-shaped lid member having a filling hole is provided in a channel steel material. A process of placing the mortar or concrete into the grooved steel material from the filling hole of the lid member to form a restraint material, and the lid member serving as a core material for a pair of the restraint materials And a step of forming a buckling-restrained brace by being disposed along both surfaces of the core so as to face each other.
According to this manufacturing method, the surface of the lid member becomes the top end of the constraining material that contacts the core material. However, since the lid member is provided with a filling hole and filled with mortar or concrete, the filled mortar or concrete As the material is cured, the lid member is bonded to the mortar or concrete. Since the lid member is supported by the support in the channel steel material, the surface of the lid member is supported at an appropriate height, and mortar or concrete can be filled. Therefore, the work of leveling the surface of the mortar or concrete after curing is not required, the top level is not required, and the restraint material can be easily manufactured. Thereby, a buckling restraint brace can be manufactured easily.

この発明の座屈拘束ブレースは、芯材と、この芯材の両面に沿って配置した一対の拘束材とを有する座屈拘束ブレースにおいて、前記一対の拘束材は、それぞれ前記芯材側が開口した溝形鋼材と、この溝形鋼材内に充填したモルタルまたはコンクリートと、このモルタルまたはコンクリートの表面を覆いかつこのモルタルまたはコンクリートにその硬化によって接着された板状の蓋部材とを有するものとしたので、拘束材の滑り接触面の均し作業が不要で、座屈拘束ブレースを容易に製造することができる。
この発明の座屈拘束ブレースの製造方法は、この発明の座屈拘束ブレースを製造する方法であって、溝形鋼材内にモルタルまたはコンクリートを充填する過程と、前記モルタルまたはコンクリートの表面が硬化する前に、その表面に板状の蓋部材を被せて拘束材とする過程と、前記拘束材の一対をそれらの前記蓋部材が芯材に対向するように芯材の両面に沿って配置して座屈拘束ブレースとする過程とを含むものとしたので、拘束材の滑り接触面の均し作業が不要で、座屈拘束ブレースを容易に製造することができる。
この発明の他の座屈拘束ブレースの製造方法は、この発明の座屈拘束ブレースを製造する方法であって、充填用孔を有する板状の蓋部材を、溝形鋼材内に設けた支持具の上に配置する過程と、前記蓋部材の充填用孔から前記溝形鋼材内にモルタルまたはコンクリートを充填して拘束材とする過程と、前記拘束材の一対をそれらの前記蓋部材が芯材に対向するように芯材の両面に沿って配置して座屈拘束ブレースとする過程とを含むものとしたので、拘束材の滑り接触面の均し作業が不要で、座屈拘束ブレースを容易に製造することができる。 The buckling constraining brace of the present invention is a buckling constraining brace having a core material and a pair of constraining materials arranged along both sides of the core material, and the pair of constraining materials each have an opening on the core material side. Since it has a channel steel, a mortar or concrete filled in the channel steel, and a plate-like lid member that covers the surface of the mortar or concrete and is bonded to the mortar or concrete by hardening. Further, it is not necessary to level the sliding contact surface of the restraining material, and the buckling restraining brace can be easily manufactured.
The method for manufacturing a buckling-restrained brace according to the present invention is a method for manufacturing the buckling-restraining brace according to the present invention, in which a mortar or concrete is filled in a channel steel material, and the surface of the mortar or concrete is hardened. Before, the process of covering the surface with a plate-like lid member to be a restraining material, and arranging a pair of the restraining material along both sides of the core material so that the lid member faces the core material Since it includes the process of forming a buckling restrained brace, the leveling operation of the sliding contact surface of the restraining material is unnecessary, and the buckling restrained brace can be easily manufactured.
Another method for manufacturing a buckling-restrained brace according to the present invention is a method for manufacturing a buckling-restraining brace according to the present invention, wherein a plate-shaped lid member having a filling hole is provided in a channel steel material. A process of placing the mortar or concrete into the grooved steel material from the filling hole of the lid member to form a restraint material, and the lid member serving as a core material for a pair of the restraint materials It is easy to make buckling restrained braces without the need to level the sliding contact surface of the restraining material. Can be manufactured.

この発明の一実施形態を図１ないし図３と共に説明する。図１（Ａ），（Ｂ）はこの座屈拘束ブレースの斜視図および断面図を、図２はその分解斜視図をそれぞれ示す。この座屈拘束ブレース１は、芯材２と、この芯材２の両面に沿って配置した一対の拘束材３とを有する。芯材２は、図２のように細長い平鋼板で、ＳＮ材（建築構造用圧延鋼材）やＬＹＰ材（極低降伏点鋼材）等の降伏点の低い鉄鋼材料からなる。芯材２の両端部２Ａは、柱や梁等の鉄骨材との継手となる部分であり、その両面の幅方向中央位置からそれぞれ垂直に突出するリブ２ａを有する断面十字状とされている。芯材２の両端部２Ａには複数のボルト孔９が穿設されている。拘束材３は、芯材２の両端部２Ａの先端側部分を除く芯材２の略全体を覆うように配置されている。   An embodiment of the present invention will be described with reference to FIGS. 1A and 1B are a perspective view and a sectional view of the buckling restrained brace, and FIG. 2 is an exploded perspective view thereof. The buckling restraint brace 1 includes a core member 2 and a pair of restraint members 3 disposed along both surfaces of the core member 2. The core material 2 is an elongated flat steel plate as shown in FIG. 2, and is made of a steel material having a low yield point, such as an SN material (rolled steel for building structure) or a LYP material (extremely low yield point steel). Both end portions 2A of the core material 2 are portions that become joints with steel frames such as columns and beams, and have a cross-shaped cross section having ribs 2a protruding vertically from the center positions in the width direction of both surfaces. A plurality of bolt holes 9 are formed in both end portions 2 </ b> A of the core material 2. The constraining material 3 is disposed so as to cover substantially the entire core material 2 excluding the tip side portions of both end portions 2A of the core material 2.

前記一対の拘束材３は、図２のように、それぞれ前記芯材２側が開口した溝形鋼材４と、この溝形鋼材４内に充填したモルタル５と、そのモルタル５の表面を覆う板状の蓋部材６とを有する。モルタル５の代わりにコンクリートを充填しても良い。蓋部材６は、プレキャストコンクリート、合板、鋼板、または別打ちのＲＣ版（すなわち鉄筋コンクリート版）からなる。溝形鋼材４は、ウエブ４ａの両端から垂直に立ち上がる両フランジ４ｂが不等辺となった溝形断面に鋼板を折り曲げた曲げ加工品である。前記両フランジ４ｂのうち、幅寸法を長くした一方のフランジ４ｂの内面における芯材２の配置される高さ相当位置には、溝形鋼材４の長さ方向に延びて芯材２を幅方向に位置規制する棒状のスペーサ７が溶接等により固定されている。上記幅寸法を長くしたフランジ４ｂは、他方の拘束材３の溝形鋼材４における幅寸法の短い方のフランジ４ｂの外面に被さり、その被さり部分が互いに溶接等で接合されている。   As shown in FIG. 2, the pair of restraining members 3 are each a grooved steel material 4 having an opening on the core material 2 side, a mortar 5 filled in the grooved steel material 4, and a plate shape covering the surface of the mortar 5. And a lid member 6. Concrete may be filled instead of the mortar 5. The lid member 6 is made of precast concrete, plywood, a steel plate, or a separately-made RC plate (that is, a reinforced concrete plate). The grooved steel material 4 is a bent product obtained by bending a steel plate into a grooved cross section in which both flanges 4b rising vertically from both ends of the web 4a are unequal sides. Of the two flanges 4b, at the position corresponding to the height at which the core material 2 is disposed on the inner surface of one flange 4b having a longer width, the core material 2 extends in the width direction by extending in the length direction of the channel steel material 4. A bar-shaped spacer 7 is fixed by welding or the like. The flange 4b having the longer width dimension is placed on the outer surface of the flange 4b having the shorter width dimension in the channel steel material 4 of the other restraining material 3, and the covered portions are joined to each other by welding or the like.

溝形鋼材４の両端部には、それらの端部開口を閉塞する蓋片４ｃがそれぞれ設けられ、これら両蓋片４ｃと、前記ウエブ４ａおよび両フランジ４ｂにより、溝形鋼材４内が方形箱状に囲まれている。前記両蓋片４ｃには、溝形鋼材４内側に延びて芯材２の両端部２Ａのリブ２ａの一部が係合する凹部４ｃａが形成されている。これと同様に、前記蓋部材６の両端部にも、芯材２の両端部２Ａのリブ２ａの一部が係合する切欠部６ａが形成されている。また、芯材２の蓋部材６と対向する表面、または蓋部材６の芯材２と対向する表面には、アンボンド材８が貼り付けられる。アンボンド材８は、例えば板状ないしシート状のブチルゴム等からなる。   Lid pieces 4c for closing the end openings are respectively provided at both ends of the grooved steel material 4, and the inside of the grooved steel material 4 is a rectangular box by the lid pieces 4c, the web 4a and both flanges 4b. It is surrounded by a shape. The lid pieces 4c are formed with recesses 4ca that extend inward of the channel steel material 4 and engage with part of the ribs 2a of the two end portions 2A of the core member 2. Similarly, notch portions 6a are formed at both end portions of the lid member 6 so that a part of the ribs 2a of both end portions 2A of the core member 2 is engaged. An unbond material 8 is attached to the surface of the core member 2 facing the lid member 6 or the surface of the lid member 6 facing the core member 2. The unbond material 8 is made of, for example, plate-like or sheet-like butyl rubber.

図３は、前記拘束材３の製作手順の一例を示す。図３（Ａ１），（Ａ２）に平面図および断面図で示すように、溝形鋼材４のウエブ４ａ、両フランジ４ｂ、および両蓋片４ｃで囲まれた方形箱状の内部に、図３（Ｂ１），（Ｂ２）に平面図および断面図で示すように、モルタル５を充填する。このとき、モルタル５の充填高さは、芯材２の配置高さ（スペーサ７の位置に相当）よりも前記蓋部材６の厚さ相当分だけ低くする。モルタル５の表面は、簡単に締め固めを行っておいても良い。この後、モルタル５が硬化する前に、図３（Ｃ１），（Ｃ２）に平面図および断面図で示すように、モルタル５の表面に蓋部材６を被せる。蓋部材６の芯材２と対向する表面には、アンボンド材８を貼り付けておいても良い。モルタル５が硬化すると、モルタル５の接着力により、モルタル５の表面に蓋部材６が接着されて、拘束材３が完成する。
なお、蓋部材６の裏面は、モルタル５との接着が強固に行えるように、表面を粗くしておくことが好ましく、目粗し程度であれば良い。蓋部材６が別打ＲＣ版からなる場合、均されている面は芯材２と対向する一面だけで良く、モルタル５に対面する他の一面は仕上げる必要がない。むしろ仕上げない方が良い。この場合に、別打ＲＣ版の型枠底面となる面を芯材２と対向する面とすれば良く、型枠の開口側の面は仕上げる必要がない。 FIG. 3 shows an example of the manufacturing procedure of the restraint material 3. As shown in a plan view and a cross-sectional view in FIGS. 3A1 and 3A2, a rectangular box-shaped interior surrounded by the web 4a, both flanges 4b, and both lid pieces 4c of the channel steel 4 is formed in FIG. As shown in the plan view and the cross-sectional view in (B1) and (B2), the mortar 5 is filled. At this time, the filling height of the mortar 5 is set lower than the arrangement height of the core material 2 (corresponding to the position of the spacer 7) by an amount corresponding to the thickness of the lid member 6. The surface of the mortar 5 may be easily compacted. Thereafter, before the mortar 5 is cured, the lid member 6 is placed on the surface of the mortar 5 as shown in the plan view and the cross-sectional view in FIGS. An unbonded material 8 may be attached to the surface of the lid member 6 facing the core material 2. When the mortar 5 is cured, the lid member 6 is adhered to the surface of the mortar 5 by the adhesive force of the mortar 5, and the restraint material 3 is completed.
Note that the back surface of the lid member 6 is preferably roughened so that adhesion to the mortar 5 can be firmly performed, and any surface roughness may be used. When the lid member 6 is made of a separate RC plate, the leveled surface may be only one surface facing the core material 2, and the other surface facing the mortar 5 need not be finished. Rather it is better not to finish. In this case, the surface that will be the bottom surface of the mold of the separately punched RC plate may be a surface facing the core material 2, and the surface on the opening side of the mold does not need to be finished.

このようにして製作された一対の拘束材３で、図１のように芯材２を挟み付けることにより、座屈拘束ブレース１が構成される。芯材２を挟む一対の拘束材３の表面は板状の蓋部材６で構成されているので、従来例の場合のように、拘束材における溝形鋼材内に充填されたモルタルの硬化後の表面を均す作業は不要である。   A buckling restraint brace 1 is formed by sandwiching the core member 2 as shown in FIG. 1 with the pair of restraint members 3 thus manufactured. Since the surface of the pair of restraining members 3 sandwiching the core material 2 is composed of a plate-like lid member 6, as in the case of the conventional example, the hardened mortar filled in the channel steel material in the restraining material is used. There is no need to level the surface.

この構成の座屈拘束ブレース１によると、芯材２を挟み付ける一対の拘束材３が、溝形鋼材４内に充填したモルタル（またはコンクリート）５と、このモルタル５の表面を覆いかつこのモルタル５の硬化によって接着された板状の蓋部材６とを有するものとしているので、蓋部材６の表面が芯材２に接面する拘束材３の天端となり、上記したように硬化後のモルタルの表面を均す作業が不要で、天端レベルの管理も要らず、拘束材３を容易に製作できる。これにより、座屈拘束ブレース１の製造が容易になる。   According to the buckling restrained brace 1 having this configuration, the pair of restraining materials 3 sandwiching the core material 2 covers the surface of the mortar 5 with the mortar (or concrete) 5 filled in the channel steel material 4 and this mortar. 5 has a plate-like lid member 6 bonded by curing, so that the surface of the lid member 6 becomes the top end of the restraining material 3 contacting the core material 2, and the mortar after curing as described above. Therefore, the restraint material 3 can be easily manufactured without requiring the top level control. Thereby, manufacture of buckling restraint brace 1 becomes easy.

なお、芯材２と拘束材３との間にアンボンド材８を介在させるが、従来行なわれているように芯材２の両面にアンボンド材８を貼り付けると、芯材２を回転させる作業を要する。しかし、この実施形態の場合、拘束材３の天端となる蓋部材６の表面にアンボンド材８を貼り付けるため、芯材２を回転する作業が不要となり、そのため座屈拘束ブレース１の製造がさらに容易になる。   In addition, although the unbond material 8 is interposed between the core material 2 and the restraint material 3, when the unbond material 8 is pasted on both surfaces of the core material 2 as conventionally performed, the operation of rotating the core material 2 is performed. Cost. However, in the case of this embodiment, since the unbonded material 8 is attached to the surface of the lid member 6 that becomes the top end of the constraining material 3, the work of rotating the core material 2 becomes unnecessary, so that the buckling constrained brace 1 is manufactured. It becomes easier.

図４は、前記拘束材３の製作手順の他の例を示す。図４（Ａ１），（Ａ２）に平面図および断面図で示すように、溝形鋼材４のウエブ４ａ、両フランジ４ｂ、および両蓋片４ｃで囲まれた方形箱状の内部に複数の支持具１０を設け、これらの支持具１０の上に複数の充填用孔１１を有する蓋部材６を配置する。このとき、蓋部材６の天端は、芯材２に接面する高さとする。支持具１０には、例えば鋼製、コンクリート製、木製等のものが用いられ、またその形状は、ピン状、板状、ブロック状など、任意の形状のもので良く、モルタル５の充填の障害にならない形状および配置とされる。
次に、蓋部材６の充填用孔１１から、図４（Ｂ１），（Ｂ２）に平面図および断面図で示すように溝形鋼材４内にモルタル５を充填する。すべての充填用孔１１からモルタル５があふれれば、充填を完了する。あふれたモルタル５は取り除く。この場合も、蓋部材６の芯材２と対向する表面には、予めアンボンド材８を貼り付けておく。このようにして、モルタル５の硬化後には、モルタル５の表面に蓋部材６が接着されて、拘束材３が完成する。 FIG. 4 shows another example of the manufacturing procedure of the restraint material 3. As shown in the plan view and the cross-sectional view in FIGS. 4A1 and 4A2, a plurality of supports are provided in a rectangular box shape surrounded by the web 4a, both flanges 4b, and both lid pieces 4c of the channel steel material 4. A tool 10 is provided, and a lid member 6 having a plurality of filling holes 11 is arranged on the support tool 10. At this time, the top end of the lid member 6 is set to a height that is in contact with the core material 2. The support 10 is made of, for example, steel, concrete, or wood, and may have any shape such as a pin shape, a plate shape, or a block shape, and obstructs filling of the mortar 5. The shape and arrangement are not.
Next, the mortar 5 is filled into the grooved steel material 4 from the filling hole 11 of the lid member 6 as shown in the plan view and the sectional view in FIGS. 4 (B1) and 4 (B2). When the mortar 5 overflows from all the filling holes 11, the filling is completed. Remove the overflowing mortar 5. Also in this case, the unbond material 8 is pasted in advance on the surface of the lid member 6 facing the core material 2. In this way, after the mortar 5 is cured, the lid member 6 is adhered to the surface of the mortar 5 to complete the restraint material 3.

（Ａ）はこの発明の一実施形態にかかる座屈拘束ブレースの斜視図、（Ｂ）はその断面図である。(A) is a perspective view of the buckling restraint brace concerning one Embodiment of this invention, (B) is the sectional drawing. 同座屈拘束ブレースの分解斜視図である。It is a disassembled perspective view of the buckling restraint brace. 同座屈拘束ブレースにおける拘束材の製作手順の一例の説明図である。It is explanatory drawing of an example of the manufacture procedure of the restraint material in the buckling restraint brace. 同拘束材の製作手順の他の例の説明図である。It is explanatory drawing of the other example of the manufacture procedure of the restraint material. 従来例における拘束材の製作手順の説明図である。It is explanatory drawing of the manufacture procedure of the restraint material in a prior art example.

符号の説明Explanation of symbols

１…座屈拘束ブレース
２…芯材
３…拘束材
４…溝形鋼材
５…モルタル（またはコンクリート）
６…蓋部材
１０…支持具
１１…充填用孔 DESCRIPTION OF SYMBOLS 1 ... Buckling restraint brace 2 ... Core material 3 ... Restraint material 4 ... Channel steel material 5 ... Mortar (or concrete)
6 ... Lid member 10 ... Support tool 11 ... Filling hole

Claims (4)

芯材と、この芯材の両面に沿って配置した一対の拘束材とを有する座屈拘束ブレースにおいて、前記一対の拘束材は、それぞれ前記芯材側が開口した溝形鋼材と、この溝形鋼材内に充填したモルタルまたはコンクリートと、このモルタルまたはコンクリートの表面を覆いかつこのモルタルまたはコンクリートにその硬化によって接着された板状の蓋部材とを有することを特徴とする座屈拘束ブレース。   In a buckling restrained brace having a core material and a pair of constraining materials arranged along both surfaces of the core material, the pair of constraining materials are each a grooved steel material having an opening on the core material side, and the channel steel material. A buckling-restraining brace comprising: a mortar or concrete filled therein; and a plate-like lid member that covers the surface of the mortar or concrete and is bonded to the mortar or concrete by hardening. 請求項１において、前記蓋部材が、プレキャストコンクリート、合板、または鋼板からなる座屈拘束ブレース。   The buckling restrained brace according to claim 1, wherein the lid member is made of precast concrete, plywood, or steel plate. 請求項１に記載の座屈拘束ブレースを製造する方法であって、溝形鋼材内にモルタルまたはコンクリートを充填する過程と、前記モルタルまたはコンクリートの表面が硬化する前に、その表面に板状の蓋部材を被せて拘束材とする過程と、前記拘束材の一対をそれらの前記蓋部材が芯材に対向するように芯材の両面に沿って配置して座屈拘束ブレースとする過程とを含むことを特徴とする座屈拘束ブレースの製造方法。   A method for manufacturing a buckling-restrained brace according to claim 1, comprising filling a grooved steel material with mortar or concrete, and forming a plate-like surface on the surface of the mortar or concrete before hardening. A process of covering the lid member to form a restraining material, and a process of arranging a pair of the restraining material along both surfaces of the core material so that the lid member faces the core material to form a buckling restrained brace. A method of manufacturing a buckling-restrained brace comprising: 請求項１に記載の座屈拘束ブレースを製造する方法であって、充填用孔を有する板状の蓋部材を、溝形鋼材内に設けた支持具の上に配置する過程と、前記蓋部材の充填用孔から前記溝形鋼材内にモルタルまたはコンクリートを充填して拘束材とする過程と、前記拘束材の一対をそれらの前記蓋部材が芯材に対向するように芯材の両面に沿って配置して座屈拘束ブレースとする過程とを含むことを特徴とする座屈拘束ブレースの製造方法。   A method for manufacturing the buckling-restrained brace according to claim 1, wherein a plate-like lid member having a filling hole is disposed on a support provided in a channel steel, and the lid member A process of filling mortar or concrete into the grooved steel material from the filling hole and forming a pair of the constraining material along both sides of the core material so that the lid member faces the core material A method of manufacturing a buckling-restrained brace comprising the steps of:
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KR101209363B1 (en) 2011-05-02 2012-12-06 서울시립대학교 산학협력단 Concrete block for seismic reinforcement of H-shaped column and seismic reinforcing method using the same
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CN105544768A (en) * 2016-02-03 2016-05-04 北京堡瑞思减震科技有限公司 Combined steel pipe gypsum type buckling constraint support and manufacturing method thereof
JP2016188490A (en) * 2015-03-30 2016-11-04 大和ハウス工業株式会社 Buckling restriction brace
CN108060815A (en) * 2017-06-08 2018-05-22 大连大学 Shock-absorbing supporting device

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CN104563320A (en) * 2014-12-31 2015-04-29 南京工业大学 Assembly type steel-wood buckling restrained brace with vertically embedded FRP reinforcement
CN105507441A (en) * 2015-11-27 2016-04-20 东南大学 Fiber-reinforced composite material-wood-steel combined buckling-restrained brace

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Cited By (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101798851A (en) * 2010-04-26 2010-08-11 哈尔滨工业大学 Combined steel pipe-encased concrete type buckling-restrained brace member
KR101209363B1 (en) 2011-05-02 2012-12-06 서울시립대학교 산학협력단 Concrete block for seismic reinforcement of H-shaped column and seismic reinforcing method using the same
JP2013032701A (en) * 2012-11-12 2013-02-14 Daiwa House Industry Co Ltd Buckling restraining brace and method of manufacturing the same
JP2014125820A (en) * 2012-12-27 2014-07-07 Daiwa House Industry Co Ltd Buckling restriction brace
JP2016188490A (en) * 2015-03-30 2016-11-04 大和ハウス工業株式会社 Buckling restriction brace
CN105544767A (en) * 2016-02-03 2016-05-04 北京堡瑞思减震科技有限公司 Double-core-plate buckling restrained brace and manufacturing method thereof
CN105544768A (en) * 2016-02-03 2016-05-04 北京堡瑞思减震科技有限公司 Combined steel pipe gypsum type buckling constraint support and manufacturing method thereof
CN105544768B (en) * 2016-02-03 2018-11-06 北京堡瑞思减震科技有限公司 Combined steel pipe gypsum formula buckling restrained brace
CN105544767B (en) * 2016-02-03 2019-03-29 华南理工大学 A kind of twin-core bucking of plate constraint support and its manufacturing method
CN108060815A (en) * 2017-06-08 2018-05-22 大连大学 Shock-absorbing supporting device
CN108060815B (en) * 2017-06-08 2019-08-16 大连大学 Shock-absorbing supporting device

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