JP7083127B2 - Friction damper and wall surface - Google Patents

Friction damper and wall surface Download PDF

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JP7083127B2
JP7083127B2 JP2018109002A JP2018109002A JP7083127B2 JP 7083127 B2 JP7083127 B2 JP 7083127B2 JP 2018109002 A JP2018109002 A JP 2018109002A JP 2018109002 A JP2018109002 A JP 2018109002A JP 7083127 B2 JP7083127 B2 JP 7083127B2
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friction
orthogonal
fastener
friction damper
plate material
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JP2019211030A (en
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嘉朗 若島
泰士 藤澤
浩一郎 石川
顕久 北守
独歩 松原
秀丸 清水
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Toyama Prefecture
University of Fukui
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  • Buildings Adapted To Withstand Abnormal External Influences (AREA)
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  • Vibration Dampers (AREA)

Description

特許法第30条第2項適用 集会名:第68回日本木材学会大会、開催日:2018年3月14日~16日 要旨集の掲載日:2018年3月5日 要旨集掲載ウェブサイト: http://conference.wdc-jp.com/jwrs/Application of Article 30, Paragraph 2 of the Patent Law Meeting name: 68th Annual Meeting of the Wood Society of Japan, Date: March 14-16, 2018 Publication date of abstracts: March 5, 2018 Website of abstracts: http: // patent. wdc-jp. com / jwrs /

本発明は、振動により所定方向に相対移動する二部材間に介在して振動を減衰させるための摩擦ダンパおよびこの摩擦ダンパを設けた壁面体に関する。 The present invention relates to a friction damper for damping vibration by interposing between two members that move relative to each other in a predetermined direction due to vibration, and a wall surface body provided with the friction damper.

木造建築物の耐震性能を高めるには、連結される二部材間にダンパを設けて、振動を減衰させることが有効である。従来のダンパは、鋼材やゴムなどの工業材料を用いたものがほとんどであった。 In order to improve the seismic performance of a wooden building, it is effective to provide a damper between the two connected members to dampen the vibration. Most of the conventional dampers use industrial materials such as steel and rubber.

その一方で、木造建築物に用いるダンパとして、同じ木材を用いるものも求められており、特許文献1において、出願人は種々の構造に適用可能で建築物に後付けも可能な木材を用いた摩擦ダンパおよびこの摩擦ダンパを設けた壁面体を提案している。 On the other hand, as a damper used for a wooden building, a damper using the same wood is also required. In Patent Document 1, the applicant can apply friction to various structures and can be retrofitted to the building. We are proposing a damper and a wall surface provided with this friction damper.

特開2015-215081号公報Japanese Unexamined Patent Publication No. 2015-215081

特許文献1の発明において、摩擦材の繊維直交方向へのめり込みを用いた圧締力は木材塑性域の性質を利用したものであり、良好な応力緩和挙動を得ていたが、極端な高温高湿条件下に晒された場合には応力の低下が懸念された。長期的な圧締力維持の信頼性を高めるためには、過酷な条件下においても高い信頼性が必要であり、より信頼性の高い摩擦ダンパが求められていた。 In the invention of Patent Document 1, the compression force using the indentation of the friction material in the direction perpendicular to the fiber utilizes the properties of the plastic region of wood, and good stress relaxation behavior was obtained, but extremely high temperature and high humidity. There was concern about a decrease in stress when exposed to conditions. In order to improve the reliability of long-term compression force maintenance, high reliability is required even under harsh conditions, and a more reliable friction damper has been required.

本発明は、上記事情を鑑みたものであり、木材を用いるものであって、長期的な圧締力維持の信頼性の高い摩擦ダンパおよびこの摩擦ダンパを設けた壁面体を提供することを目的とする。 The present invention has been made in view of the above circumstances, and an object of the present invention is to provide a highly reliable friction damper for maintaining a long-term compression force and a wall surface provided with the friction damper, using wood. And.

本発明のうち請求項1の発明は、所定方向に延びて対向し、振動により所定方向に相対移動する、一方部材と、他方部材の間に介在して、振動を減衰させるものであって、摩擦材と、板材と、締付具を備え、摩擦材が、木製で、一方部材と一体に、他方部材に対する対向部に沿って設けてあり、所定方向に延びる溝部を形成してあって、溝部の両側が挟持部になっており、両挟持部は木製の直交部を備え、板材が、金属製で、他方部材と一体に、一方部材に対する対向部に沿って設けてあり、所定方向に延びる長孔を形成してあって、摩擦材の溝部に挿入されて両挟持部に挟まれており、締付具が、一方部材と他方部材の対向部に沿って設けてあって、摩擦材の両挟持部と板材の長孔を貫通していて、両挟持部を互いに近づける方向に締め付けており、両挟持部が板材を両側から押圧し、締付具による圧締力の働く方向と直交部の繊維方向が平行であり、締付具による圧締力に直交して生じる摩擦力の働く方向と摩擦材の直交部以外の部分の繊維方向が平行であることを特徴とする。
The invention of claim 1 of the present invention is to damp vibration by intervening between one member and the other member, which extend in a predetermined direction, face each other, and move relative to each other in a predetermined direction by vibration. It is provided with a friction material, a plate material, and a fastener, and the friction material is made of wood and is provided integrally with one member along a portion facing the other member to form a groove portion extending in a predetermined direction. Both sides of the groove are holding parts, both holding parts are provided with wooden orthogonal parts, and the plate material is made of metal and is provided integrally with the other member along the facing portion with respect to the one member, in a predetermined direction. An elongated hole is formed, which is inserted into a groove of the friction material and sandwiched between both holding portions, and a fastener is provided along the facing portion between one member and the other member, and the friction material is provided. It penetrates the long holes of both holding parts and the plate material, and tightens both holding parts in a direction that brings them closer to each other. It is characterized in that the fiber directions of the portions are parallel, and the direction in which the frictional force generated perpendicular to the pressing force of the fastener acts is parallel to the fiber direction of the portion other than the orthogonal portion of the friction material.

本発明のうち請求項2の発明は、所定方向に延びて対向し、振動により所定方向に相対移動する、木製の一方部材と、他方部材の間に介在して、振動を減衰させるものであって、二つの摩擦材と、締付具と、一方部材に形成した所定方向に延びる長孔を備え、両摩擦材が、木製で、直交部を備え、他方部材と一体に、一方部材に対する対向部に沿って設けてあって、一方部材を挟んでおり、締付具が、一方部材と他方部材の対向部に沿って設けてあって、両摩擦材と一方部材の長孔を貫通していて、両摩擦材を互いに近づける方向に締め付けており、両摩擦材が一方部材を両側から押圧し、締付具による圧締力の働く方向と直交部の繊維方向が平行であり、締付具による圧締力に直交して生じる摩擦力の働く方向と摩擦材の直交部以外の部分の繊維方向が平行であることを特徴とする。 The invention of claim 2 of the present invention is to damp vibration by interposing between one wooden member and the other member, which extend in a predetermined direction, face each other, and move relative to each other in a predetermined direction by vibration. With two friction materials, a fastener, and an elongated hole formed in one member extending in a predetermined direction, both friction materials are made of wood, have orthogonal parts, and are integrated with the other member and face one member. It is provided along the portion, sandwiching one member, and a fastener is provided along the facing portion between the one member and the other member, and penetrates both friction materials and the elongated hole of the one member. Both friction materials are tightened in a direction that brings them closer to each other, and both friction materials press one member from both sides, and the direction in which the pressing force by the fastener works is parallel to the fiber direction at the orthogonal portion, and the fastener is used. It is characterized in that the direction in which the frictional force generated perpendicular to the pressing force is parallel to the fiber direction of the portion other than the orthogonal portion of the friction material.

本発明のうち請求項3の発明は、所定方向に延びて対向し、振動により所定方向に相対移動する、一方部材及び他方部材の間に介在して、振動を減衰させるものであって、板材と、固定具と、締付具を備え、一方部材及び他方部材は、木製で、それぞれ所定方向に延びる溝部を形成してあって溝部の両側が挟持部になっており、互いに溝部の開口を対向させて配置され、一方部材の両挟持部は木製の直交部を備え、他方部材の両挟持部は固定孔を備え、板材が、金属製で、所定方向に延びる長孔と、固定孔を形成してあり、長孔を一方部材側、固定孔を他方部材側として、一方部材及び他方部材に跨るように両溝部内に配置されてそれぞれの両挟持部に挟まれ、固定具が、他方部材に設けてあって、他方部材の固定孔と板材の固定孔を貫通して固定しており、締付具が、一方部材に設けてあって、一方部材の直交部と板材の長孔を貫通していて、両挟持部を互いに近づける方向に締め付けており、両挟持部が板材を両側から押圧し、締付具による圧締力の働く方向と直交部の繊維方向は平行であることを特徴とする。 The invention of claim 3 of the present invention is a plate material that extends in a predetermined direction, faces each other, and moves relative to each other in a predetermined direction by vibration, intervening between one member and the other member to attenuate the vibration. One member and the other member are made of wood, and each has a groove portion extending in a predetermined direction, and both sides of the groove portion are holding portions. Arranged so as to face each other, both sandwiching portions of one member are provided with wooden orthogonal portions, both sandwiching portions of the other member are provided with fixing holes, and the plate material is made of metal and has elongated holes extending in a predetermined direction and fixing holes. It is formed and is arranged in both grooves so as to straddle one member and the other member with the elongated hole on one member side and the fixing hole on the other member side, and is sandwiched between the two holding portions, and the fixture is placed on the other. It is provided in the member and is fixed by penetrating through the fixing hole of the other member and the fixing hole of the plate material. It penetrates and tightens both holding parts in a direction that brings them closer to each other, and both holding parts press the plate material from both sides, and the direction in which the pressing force by the fastener works and the fiber direction of the orthogonal part are parallel. It is a feature.

本発明のうち請求項4の発明は、請求項1、2または3において、直交部は、締付具による圧締力の働く方向に延びる棒状部材であり、締付具は棒状部材の軸方向に貫通していることを特徴とする。 According to a fourth aspect of the present invention, in claims 1, 2 or 3, the orthogonal portion is a rod-shaped member extending in the direction in which the pressing force of the fastener acts, and the fastener is the axial direction of the rod-shaped member. It is characterized by penetrating into.

本発明のうち請求項5の発明は、請求項1、2または3において、直交部は、締付具を挟んで両側に位置する板状部材であることを特徴とする。 The invention of claim 5 of the present invention is characterized in that, in claims 1, 2 or 3, the orthogonal portions are plate-shaped members located on both sides of the fastener.

本発明のうち請求項6の発明は、請求項2、4または5において、一方部材は、金属製の補強部材を備え、補強部材に長孔が設けてあることを特徴とする。 The invention of claim 6 of the present invention is characterized in that, in claim 2, 4 or 5, one of the members is provided with a metal reinforcing member, and the reinforcing member is provided with an elongated hole.

本発明のうち請求項7の発明は、請求項2、4または5において、一方部材は、木製の補強部材を備え、補強部材は繊維方向を交差させて薄板を積層した合板からなり、補強部材に長孔が設けてあり、合板の面方向は締付具による圧締力の働く方向と平行であることを特徴とする。 According to a second, fourth or fifth aspect of the present invention, one of the members includes a wooden reinforcing member, and the reinforcing member is made of plywood in which thin plates are laminated so that the fiber directions are crossed. It is characterized in that an elongated hole is provided in the plywood, and the surface direction of the plywood is parallel to the direction in which the pressing force applied by the fastener is applied.

本発明のうち請求項8の発明は、請求項2、4または5において、一方部材は、木製の補強部材を備え、補強部材は直交部を有し、直交部は長孔に沿って設けてあり、直交部の繊維方向は締付具の締め付け方向と平行であることを特徴とする。 According to a second, fourth or fifth aspect of the present invention, one of the members includes a wooden reinforcing member, the reinforcing member has an orthogonal portion, and the orthogonal portion is provided along an elongated hole. It is characterized in that the fiber direction of the orthogonal portion is parallel to the tightening direction of the fastener.

本発明のうち請求項9の発明は、請求項1、2、4、5、6、7または8において、摩擦材に促進処理を施してあることを特徴とする。 The invention of claim 9 of the present invention is characterized in that, in claim 1, 2, 4, 5, 6, 7 or 8, the friction material is subjected to an accelerated treatment.

本発明のうち請求項10の発明は、面材からなる一方部材と、矩形の柱材からなる他方部材と、請求項1、2、4、5、6、7または8に記載の摩擦ダンパを備え、他方部材の内周側の略全面を覆うように一方部材を設けてあって、一方部材と他方部材の間に、周方向に間隔をおいて摩擦ダンパを設けてあることを特徴とする。 The invention of claim 10 of the present invention comprises one member made of a face material, the other member made of a rectangular pillar material, and the friction damper according to claim 1, 2, 4, 5, 6, 7 or 8. One member is provided so as to cover substantially the entire inner peripheral side of the other member, and a friction damper is provided between the one member and the other member at intervals in the circumferential direction. ..

本発明のうち請求項11の発明は、枠体と、面材からなる一方部材及び他方部材と、請求項3、4または5に記載の摩擦ダンパを備え、一方部材と他方部材の間に間隔をおいて摩擦ダンパがもうけてあり、一方部材と他方部材が所定方向に交互に連結されて枠体の内周側略全面を覆っていることを特徴とする。 The invention of claim 11 of the present invention includes a frame body, one member and the other member made of a face material, and the friction damper according to claim 3, 4 or 5, and is spaced between the one member and the other member. A friction damper is provided, and one member and the other member are alternately connected in a predetermined direction to cover substantially the entire inner peripheral side of the frame.

本発明のうち請求項1の発明によれば、振動により一方部材と他方部材が相対移動した際に、木製の摩擦材と金属製の板材の間に摩擦力が生じることで、振動を減衰させることができる。摩擦材の両挟持部は直交部を備え、締付具による圧締力の働く方向と直交部の繊維方向は平行するため、過酷な条件下においても高い応力残存率を維持できる。また、木材は繊維直交方向のせん断に非常に弱い。このため、直交部は摩擦力による繊維直交方向の力によってせん断破壊するおそれがあるが、締付具による圧締力に直交して生じる摩擦力の働く方向と摩擦材の繊維方向は平行するため、直交部に生じるせん断応力が低減されて、せん断破壊を防止できる。 According to the invention of claim 1 of the present invention, when one member and the other member move relative to each other due to vibration, a frictional force is generated between the wooden friction material and the metal plate material to attenuate the vibration. be able to. Both sandwiching portions of the friction material are provided with orthogonal portions, and the direction in which the pressing force by the fastener acts is parallel to the fiber direction in the orthogonal portions, so that a high stress residual ratio can be maintained even under harsh conditions. Also, wood is very vulnerable to shear in the direction perpendicular to the fibers. For this reason, the orthogonal portion may be sheared and broken by the force in the direction perpendicular to the fiber due to the frictional force, but the direction in which the frictional force generated orthogonal to the pressing force by the fastener acts is parallel to the fiber direction of the friction material. , The shear stress generated in the orthogonal portion is reduced, and the shear failure can be prevented.

本発明のうち請求項2の発明によれば、振動により一方部材と他方部材が相対移動した際に、木製の摩擦材と木製の一方部材の間に摩擦力が生じることで、振動を減衰させることができる。両摩擦材は直交部を備え、締付具による圧締力の働く方向と直交部の繊維方向は平行であるため、過酷な条件下においても高い応力残存率を維持できる。また、木材は繊維直交方向のせん断に非常に弱い。このため、直交部は摩擦力による繊維直交方向の力によってせん断破壊するおそれがあるが、締付具による圧締力に直交して生じる摩擦力の働く方向と摩擦材の繊維方向は平行するため、直交部に生じるせん断応力が低減されて、せん断破壊を防止できる。 According to the invention of claim 2 of the present invention, when one member and the other member move relative to each other due to vibration, a frictional force is generated between the wooden friction material and the wooden one member to attenuate the vibration. be able to. Since both friction materials have orthogonal portions and the direction in which the pressing force applied by the fastener acts is parallel to the fiber direction in the orthogonal portions, a high stress residual ratio can be maintained even under harsh conditions. Also, wood is very vulnerable to shear in the direction perpendicular to the fibers. For this reason, the orthogonal portion may be sheared and broken by the force in the direction perpendicular to the fiber due to the frictional force, but the direction in which the frictional force generated orthogonal to the pressing force by the fastener acts is parallel to the fiber direction of the friction material. , The shear stress generated in the orthogonal portion is reduced, and the shear failure can be prevented.

本発明のうち請求項3の発明によれば、振動により一方部材と他方部材が相対移動した際に、木製の一方部材と金属製の板材の間に摩擦力が生じることで、振動を減衰させることができる。金属製の板材が、一方部材及び他方部材に跨るように両溝部内に配置され、締付具による圧締力の働く方向と、直交部の繊維方向は平行であるので、一方部材と板材において高い応力残存率を維持するとともに、良好な摩擦挙動が得られる。 According to the third aspect of the present invention, when one member and the other member move relative to each other due to vibration, a frictional force is generated between one wooden member and a metal plate to attenuate the vibration. be able to. Since the metal plate material is arranged in both grooves so as to straddle one member and the other member, the direction in which the pressing force by the fastener acts is parallel to the fiber direction in the orthogonal portion. A high residual stress ratio is maintained and good friction behavior is obtained.

本発明のうち請求項4の発明によれば、直交部は、締付具による圧締力の働く方向に延びる棒状部材であり、締付具は棒状部材の軸方向に貫通しているため、木材繊維と平行方向に圧締力が働き、過酷な条件下においても高い応力残存率を維持できるとともに、良好な摩擦挙動が得られる。また、棒状部材とすることで、挿入接着させて任意の場所に直交部を設けることができる。 According to the invention of claim 4 of the present invention, the orthogonal portion is a rod-shaped member extending in the direction in which the pressing force of the fastener acts, and the fastener penetrates in the axial direction of the rod-shaped member. A compression force acts in the direction parallel to the wood fiber, and a high stress residual ratio can be maintained even under harsh conditions, and good frictional behavior can be obtained. Further, by forming the rod-shaped member, the orthogonal portion can be provided at an arbitrary place by inserting and adhering.

本発明のうち請求項5の発明によれば、直交部は、締付具を挟んで両側に位置する板状部材であるため、木材繊維と平行方向に圧締力が働き、過酷な条件下においても高い応力残存率を維持できるとともに、良好な摩擦挙動が得られる。 According to the fifth aspect of the present invention, since the orthogonal portion is a plate-shaped member located on both sides of the fastener, the pressing force acts in the direction parallel to the wood fiber, and the harsh conditions are met. In addition to being able to maintain a high residual stress ratio, good frictional behavior can be obtained.

本発明のうち請求項6の発明によれば、一方部材が備える金属製の補強部材に長孔が設けてあるので、一方部材による応力緩和を低減することができる。 According to the sixth aspect of the present invention, since the metal reinforcing member included in the one member is provided with an elongated hole, stress relaxation by the one member can be reduced.

本発明のうち請求項7の発明によれば、一方部材が備える補強部材は繊維方向を交差させて薄板を積層した合板からなり、補強部材に長孔が設けてあり、合板の面方向は締付具による圧締力の働く方向と平行であるため、過酷な条件下においても高い応力残存率を維持できる。 According to the invention of claim 7 of the present invention, the reinforcing member provided on one side is made of plywood in which thin plates are laminated so that the fiber directions are crossed, and the reinforcing member is provided with elongated holes, and the surface direction of the plywood is tightened. Since it is parallel to the direction in which the pressing force of the attachment is applied, a high residual stress rate can be maintained even under harsh conditions.

本発明のうち請求項8の発明によれば、一方部材が備える補強部材は直交部を有し、直交部は長孔に沿って設けてあり、直交部の繊維方向は締付具の締め付け方向と平行であるため、木材繊維と平行方向に圧締力が働き、過酷な条件下においても高い応力残存率を維持できる。 According to the invention of claim 8 of the present invention, the reinforcing member provided on one side has an orthogonal portion, the orthogonal portion is provided along the elongated hole, and the fiber direction of the orthogonal portion is the tightening direction of the fastener. Since it is parallel to the wood fiber, a pressing force acts in the direction parallel to the wood fiber, and a high residual stress ratio can be maintained even under harsh conditions.

本発明のうち請求項9の発明によれば、摩擦材に促進処理を施してあるため、長期的に高い圧締力を維持可能な信頼性の高い摩擦ダンパを提供できる。 According to the invention of claim 9, since the friction material is subjected to the accelerated treatment, it is possible to provide a highly reliable friction damper capable of maintaining a high compression force for a long period of time.

本発明のうち請求項10の発明によれば、高剛性で、高い減衰性能を備える壁面体とすることができる。そして特に、面材と柱材の両方が木造である木造建築物において、請求項1の摩擦ダンパと請求項2の摩擦ダンパを適宜選択することで、真壁と大壁の何れにも適用することができる。また、工場において、面材と摩擦材をセットにして制振面材として製造し、これを現場において軸組に挿入施工することもでき、建築物に後付けすることも可能である。 According to the tenth aspect of the present invention, a wall surface body having high rigidity and high damping performance can be obtained. In particular, in a wooden building in which both the face material and the pillar material are made of wood, the friction damper of claim 1 and the friction damper of claim 2 can be appropriately selected to be applied to both a true wall and a large wall. Can be done. Further, in a factory, a face material and a friction material can be manufactured as a set as a vibration damping face material, and this can be inserted into a framework at the site and retrofitted to a building.

本発明のうち請求項11の発明によれば、高剛性で、高い減衰性能を備える壁面体とすることができる。 According to the invention of claim 11 of the present invention, a wall surface body having high rigidity and high damping performance can be obtained.

摩擦ダンパの第一実施形態の要部模式図であって、(a)は正面図、(b)は平面図である。It is a schematic diagram of the main part of the first embodiment of the friction damper, (a) is a front view, and (b) is a plan view. 摩擦ダンパの第一実施形態の正面図である。It is a front view of the 1st Embodiment of a friction damper. 摩擦ダンパの第一実施形態の平面図である。It is a top view of the 1st Embodiment of a friction damper. 摩擦ダンパの第一実施形態の室内環境における応力緩和挙動を従来品と比較して示すグラフである。It is a graph which shows the stress relaxation behavior in the indoor environment of the 1st Embodiment of a friction damper in comparison with the conventional product. 摩擦ダンパの第一実施形態の高温高湿環境における応力緩和挙動を従来品と比較して示すグラフである。It is a graph which shows the stress relaxation behavior in the high temperature and high humidity environment of the 1st Embodiment of a friction damper in comparison with the conventional product. 摩擦ダンパの第二実施形態の要部模式図であって、(a)は正面図、(b)は平面図である。It is a schematic diagram of the main part of the second embodiment of the friction damper, (a) is a front view, and (b) is a plan view. 摩擦ダンパの第二実施形態の正面図である。It is a front view of the 2nd Embodiment of a friction damper. 摩擦ダンパの第二実施形態の平面図である。It is a top view of the 2nd Embodiment of a friction damper. 摩擦ダンパの第一実施形態の変位-荷重関係を示すグラフである。It is a graph which shows the displacement-load relationship of the 1st Embodiment of a friction damper. 摩擦ダンパの第二実施形態の変位-荷重関係を示すグラフである。It is a graph which shows the displacement-load relationship of the 2nd Embodiment of a friction damper. 摩擦ダンパの第一実施形態と第二実施形態の乾湿繰り返し環境における応力緩和挙動を示すグラフである。It is a graph which shows the stress relaxation behavior in the dry-wet repetition environment of the 1st embodiment and the 2nd embodiment of a friction damper. 摩擦ダンパの第一実施形態と第二実施形態の高温高湿環境における応力緩和挙動を示すグラフである。It is a graph which shows the stress relaxation behavior in the high temperature and high humidity environment of the 1st embodiment and the 2nd embodiment of a friction damper. (a)は摩擦ダンパの第一実施形態を設けた壁面体の正面図、(b)は要部の横断面図である。(A) is a front view of the wall surface body provided with the first embodiment of the friction damper, and (b) is a cross-sectional view of a main part. 摩擦ダンパの第一実施形態を設けた壁面体の見かけのせん断変形角-荷重関係を示すグラフである。It is a graph which shows the apparent shear deformation angle-load relationship of the wall surface body provided with the 1st Embodiment of a friction damper. 摩擦ダンパの第三実施形態の正面図である。It is a front view of the 3rd Embodiment of a friction damper. 摩擦ダンパの第三実施形態の平面図である。It is a top view of the 3rd Embodiment of a friction damper. 摩擦ダンパの第四実施形態の正面図である。It is a front view of the 4th Embodiment of a friction damper. 摩擦ダンパの第四実施形態の平面図である。It is a top view of the 4th Embodiment of a friction damper. 摩擦ダンパの第四実施形態の変位-荷重関係を示すグラフである。It is a graph which shows the displacement-load relationship of the 4th Embodiment of a friction damper. (a)は摩擦ダンパの第四実施形態を設けた壁面体の正面図、(b)は要部の横断面図である。(A) is a front view of a wall surface body provided with a fourth embodiment of a friction damper, and (b) is a cross-sectional view of a main part. 摩擦ダンパの第三及び第四実施形態における一方部材の他の実施形態を示し、(a)は平面図、(b)は正面図である。The other embodiment of the one-sided member in the third and fourth embodiments of the friction damper is shown, (a) is a plan view, and (b) is a front view. 摩擦ダンパの第三及び第四実施形態における一方部材の他の実施形態を示し、(a)は側面図、(b)は正面図である。The other embodiment of the one-sided member in the third and fourth embodiments of the friction damper is shown, (a) is a side view, and (b) is a front view. 摩擦ダンパの第三及び第四実施形態における一方部材の他の実施形態を示し、(a)は側面図、(b)は正面図である。The other embodiment of the one-sided member in the third and fourth embodiments of the friction damper is shown, (a) is a side view, and (b) is a front view. 摩擦ダンパの第三及び第四実施形態における一方部材の他の実施形態を示し、(a)は平面図、(b)は正面図である。The other embodiment of the one-sided member in the third and fourth embodiments of the friction damper is shown, (a) is a plan view, and (b) is a front view. 摩擦ダンパの第三及び第四実施形態における一方部材の他の実施形態を示し、(a)は平面図、(b)は正面図である。The other embodiment of the one-sided member in the third and fourth embodiments of the friction damper is shown, (a) is a plan view, and (b) is a front view. 摩擦ダンパの第五実施形態の正面図である。It is a front view of the 5th Embodiment of a friction damper. 摩擦ダンパの第五実施形態の縦断面図である。It is a vertical sectional view of the 5th Embodiment of a friction damper. 摩擦ダンパの第五実施形態の変位-荷重関係を示すグラフである。It is a graph which shows the displacement-load relationship of the 5th Embodiment of a friction damper. (a)は摩擦ダンパの第五実施形態を設けた壁面体の正面図、(b)は要部の横断面図である。(A) is a front view of a wall surface body provided with a fifth embodiment of a friction damper, and (b) is a cross-sectional view of a main part. 摩擦ダンパの第五実施形態を設けた壁面体の見かけのせん断変形角-荷重関係を示すグラフである。It is a graph which shows the apparent shear deformation angle-load relationship of the wall surface body provided with the 5th Embodiment of a friction damper. 摩擦ダンパの第一実施形態の促進処理及び再締付の効果を応力緩和挙動で示すグラフである。It is a graph which shows the effect of the acceleration process and the re-tightening of the first embodiment of a friction damper by stress relaxation behavior. 摩擦ダンパの第一実施形態と従来品との比較であって、促進処理及び再締付の効果を応力緩和挙動で示すグラフである。It is a comparison between the first embodiment of the friction damper and the conventional product, and is a graph which shows the effect of the accelerated treatment and the retightening by the stress relaxation behavior. 摩擦ダンパの第六実施形態の平面図である。It is a top view of the sixth embodiment of a friction damper. 摩擦ダンパの第六実施形態を示し、(a)は側面図、(b)は正面図である。The sixth embodiment of the friction damper is shown, (a) is a side view, (b) is a front view. 摩擦ダンパの第六実施形態を設けた壁面体の正面図である。It is a front view of the wall surface body provided with the 6th Embodiment of a friction damper. 摩擦ダンパの第七実施形態の平面図である。It is a top view of the 7th Embodiment of a friction damper. 摩擦ダンパの第七実施形態を設けた壁面体の正面図である。It is a front view of the wall surface body which provided the 7th Embodiment of a friction damper.

本発明の摩擦ダンパおよび壁面体の具体的な構成について、各図面に基づいて説明する。摩擦ダンパは、振動により所定方向に相対移動する、一方部材と、他方部材の間に介在して、振動を減衰させるものであるが、第一実施形態~第四実施形態、第六実施形態及び第七実施形態では、一方部材が木製の面材4、他方部材が木製の柱材5であって、面材4が柱材5の長手方向に平行で、面材4の端面が柱材5の側面に対向しており、面材4と柱材5が、柱材5の長手方向に相対移動する場合を例に挙げる。 The specific configuration of the friction damper and the wall surface body of the present invention will be described with reference to each drawing. The friction damper intervenes between one member and the other member, which moves relative to each other in a predetermined direction by vibration, and damps the vibration. In the seventh embodiment, one member is a wooden face material 4, the other member is a wooden pillar material 5, the face material 4 is parallel to the longitudinal direction of the pillar material 5, and the end face of the face material 4 is the pillar material 5. The case where the face material 4 and the pillar material 5 move relative to each other in the longitudinal direction of the pillar material 5 will be described as an example.

まず、摩擦ダンパの第一実施形態について説明する。図2及び図3に示すように、摩擦ダンパの第一実施形態は、摩擦材1と、板材2と、締付具3を備える。
摩擦材1は、木製であって、断面矩形で柱材5の長手方向に延びるものであり、図1の模式図に示すように、摩擦力の働く方向と平行な方向、言い換えれば、締付具3による圧締方向と直交する方向に繊維方向を有する。そして、柱材5に対する対向部に沿って、矩形の鋼板からなる受板6を挟んで面材4の一方の面に固定してある(以下、摩擦材1を固定した側を表側とし、その反対側を裏側とする)。より詳しくは、受板6の表側の柱材5寄りの位置に、摩擦材1を裏側からビス打ちして固定してあり、面材4の裏側に受材7を当てて、受板6を面材4に表側からビス打ちして固定してある。また、摩擦材1には、表裏に貫通する挿通孔14が等間隔に三つ設けてあり、その各挿通孔14に直交部13が挿入接着されている。第一実施形態において直交部13は、締付具3による圧締力の働く方向に延びる棒状部材であり、図1の模式図に示すように、直交部13は、溝部11の延びる方向(摩擦力の働く方向)と直交する方向、言い換えれば、締付具3による圧締力の方向と平行方向に繊維方向を有する。そして、直交部13の中心には表裏方向にボルト孔が設けてある。摩擦材1の柱材5側の面には、柱材5の長手方向に延びる溝部11を形成してあり、溝部11の両側(表側と裏側)が、挟持部12となっている。表側と裏側の両挟持部12は、溝部11によって表側と裏側に分断された直交部13を備える。柱材5の面材4側の面には、鋼製で柱材5の長手方向に延びるL字形材22の一辺がビス打ちして固定してあり、柱材5から面材4と平行に延びる他辺が板材2となっている。
板材2は、摩擦材1の溝部11に挿入されており、両挟持部12に挟まれている。さらに、図2に示すように、板材2には、柱材5の長手方向に延びる長孔21を形成してあるが、長孔21の長さは、摩擦材1の長さよりも短く、長孔21は、摩擦材1に隠れた状態となる。そして、三本のボルト3からなる締付具3が、直交部13のボルト孔と受板6のボルト孔および板材2の長孔21を貫通して挿入されており、ボルト3の先端に、座金33を挿入し、さらにナット34をねじ込んで締め付けてある。座金33は、直交部13と略同じ径の円形鋼板である。ボルト3の締め付けにより、表裏方向に圧締力が発生し、両挟持部12は互いに近づく方向に付勢され、両挟持部12が板材2を両側から押圧する。なお、圧締力は、すなわち摩擦材1と板材2の当接面に生じる垂直力であり、摩擦力は垂直力に比例する。
First, the first embodiment of the friction damper will be described. As shown in FIGS. 2 and 3, the first embodiment of the friction damper includes a friction material 1, a plate material 2, and a fastener 3.
The friction material 1 is made of wood, has a rectangular cross section, and extends in the longitudinal direction of the pillar material 5. As shown in the schematic view of FIG. 1, the friction material 1 is tightened in a direction parallel to the direction in which the frictional force acts, in other words, tightening. It has a fiber direction in a direction orthogonal to the compression direction by the tool 3. Then, along the facing portion with respect to the pillar material 5, a receiving plate 6 made of a rectangular steel plate is sandwiched and fixed to one surface of the face material 4 (hereinafter, the side to which the friction material 1 is fixed is set as the front side, and the side thereof is defined as the front side. The other side is the back side). More specifically, the friction material 1 is fixed by screwing the friction material 1 from the back side at a position closer to the pillar material 5 on the front side of the receiving plate 6, and the receiving material 7 is applied to the back side of the face material 4 to attach the receiving plate 6. It is fixed to the face material 4 by screwing it from the front side. Further, the friction material 1 is provided with three insertion holes 14 penetrating the front and back at equal intervals, and an orthogonal portion 13 is inserted and adhered to each of the insertion holes 14. In the first embodiment, the orthogonal portion 13 is a rod-shaped member extending in the direction in which the clamping force by the fastener 3 acts, and as shown in the schematic diagram of FIG. 1, the orthogonal portion 13 is the extending direction (friction) of the groove portion 11. It has a fiber direction in a direction orthogonal to the direction in which the force acts), in other words, in a direction parallel to the direction of the pressing force by the fastener 3. A bolt hole is provided in the center of the orthogonal portion 13 in the front and back directions. A groove portion 11 extending in the longitudinal direction of the pillar material 5 is formed on the surface of the friction material 1 on the pillar material 5 side, and both sides (front side and back side) of the groove portion 11 are holding portions 12. Both the front side and the back side sandwiching portions 12 include orthogonal portions 13 which are divided into front side and back side by the groove portion 11. On the surface of the pillar 5 on the face 4 side, one side of the L-shaped member 22 made of steel and extending in the longitudinal direction of the pillar 5 is fixed by screwing, and is parallel to the face 4 from the pillar 5. The other side extending is the plate material 2.
The plate material 2 is inserted into the groove portion 11 of the friction material 1 and is sandwiched between both holding portions 12. Further, as shown in FIG. 2, the plate material 2 is formed with elongated holes 21 extending in the longitudinal direction of the pillar member 5, but the length of the elongated holes 21 is shorter than the length of the friction material 1 and is longer. The hole 21 is hidden by the friction material 1. A fastener 3 composed of three bolts 3 is inserted through the bolt hole of the orthogonal portion 13, the bolt hole of the receiving plate 6, and the elongated hole 21 of the plate material 2, and is inserted into the tip of the bolt 3. The washer 33 is inserted, and the nut 34 is further screwed in and tightened. The washer 33 is a circular steel plate having substantially the same diameter as the orthogonal portion 13. By tightening the bolt 3, a pressing force is generated in the front and back directions, both holding portions 12 are urged in a direction approaching each other, and both holding portions 12 press the plate material 2 from both sides. The pressing force is a normal force generated on the contact surface between the friction material 1 and the plate material 2, and the frictional force is proportional to the normal force.

このように構成した摩擦ダンパの第一実施形態においては、振動により、面材4と柱材5が相対移動した際に、木製の摩擦材1と鋼製の板材2の間に摩擦力が生じることで、振動を減衰させることができる。摩擦材1の両挟持部12は直交部13を備え、締付具3による圧締力の働く方向と直交部13の繊維方向は平行であるため、過酷な条件下においても高い応力残存率を維持できる。また同時に、締付具3による圧締力と直交して生じる摩擦力の働く方向と摩擦材1の繊維方向は平行するため、直交部13に生じるせん断応力が低減されて、せん断破壊を防止できる。 In the first embodiment of the friction damper configured as described above, when the face material 4 and the pillar material 5 move relative to each other due to vibration, a frictional force is generated between the wooden friction material 1 and the steel plate material 2. Therefore, the vibration can be damped. Since both sandwiching portions 12 of the friction material 1 are provided with orthogonal portions 13 and the direction in which the pressing force applied by the fastener 3 acts is parallel to the fiber direction of the orthogonal portions 13, a high stress residual ratio can be obtained even under harsh conditions. Can be maintained. At the same time, since the direction in which the frictional force generated orthogonal to the pressing force of the fastener 3 acts is parallel to the fiber direction of the friction material 1, the shear stress generated in the orthogonal portion 13 is reduced, and shear failure can be prevented. ..

従来の摩擦ダンパにおいては、圧締力の働く方向と摩擦材1の木材繊維方向が垂直であった。繊維垂直方向の圧縮を行う従来の摩擦ダンパと、繊維平行方向の圧縮を行う本願の摩擦ダンパの第一実施形態と比較し、圧締力維持の信頼性試験を実施した。その結果、室内環境下では図4に示すように、本願発明の摩擦ダンパは試験開始から150日を経過してもなお応力残存率約80%を維持し、従来の摩擦ダンパでは、試験開始から50日で応力残存率は半減した。そして、摩擦ダンパを室温40℃湿度87%という極端な高温高湿状態に4日間置くいわゆる促進処理を行った後、室温20℃湿度65%の環境下に置いて圧締力維持の信頼性試験を実施した。その結果は図5に示すように、従来の繊維垂直方向圧縮の摩擦ダンパでは、促進処理後に応力残存率が20%まで大きく低下した。一方、本願発明の摩擦ダンパでは極端な低下は見られなかった。この結果から、木材繊維と平行な方向に圧縮することが圧締力の維持に非常に有利であることが明らかとなった。 In the conventional friction damper, the direction in which the pressing force acts and the direction of the wood fiber of the friction material 1 are perpendicular to each other. A reliability test for maintaining the compression force was carried out by comparing the conventional friction damper that compresses in the vertical direction of the fiber with the first embodiment of the friction damper of the present application that compresses in the parallel direction of the fiber. As a result, as shown in FIG. 4 in an indoor environment, the friction damper of the present invention still maintains a stress residual rate of about 80% even after 150 days have passed from the start of the test, and the conventional friction damper has a stress residual rate from the start of the test. The stress residual rate was halved in 50 days. Then, after performing a so-called accelerated treatment in which the friction damper is placed in an extremely high temperature and high humidity state of room temperature of 40 ° C. and humidity of 87% for 4 days, it is placed in an environment of room temperature of 20 ° C. and humidity of 65% to perform a reliability test for maintaining the compression force. Was carried out. As a result, as shown in FIG. 5, in the conventional friction damper for vertical fiber compression, the residual stress rate was significantly reduced to 20% after the accelerated treatment. On the other hand, the friction damper of the present invention did not show an extreme decrease. From this result, it was clarified that compression in the direction parallel to the wood fiber is very advantageous for maintaining the compression force.

また、摩擦ダンパの第一実施形態においては、ボルト3が板材2の長孔21内を移動できるので、大きな変形にも対応可能であり、その際にはボルト3が長孔21にガイドされることになるので、面材4と柱材5が所定方向以外の方向に相対移動することが防がれる。さらに、板材2を摩擦材1の両挟持部12により挟み込んで締め付ける構成なので、ボルト3による圧締力を調整しやすい。また、ここでは一方部材が面材4、他方部材が軸組5(柱材5)の場合を例に挙げたが、一方部材と他方部材の形状、構造はどのようなものであってもよい。さらに、摩擦材1と板材2の間に生じる摩擦力を利用するものであるから、一方部材と他方部材の素材や表面状態によらず、適用することができる。そして、この摩擦ダンパの第一実施形態は、建築物に後付けすることも可能である。 Further, in the first embodiment of the friction damper, since the bolt 3 can move in the elongated hole 21 of the plate material 2, it is possible to cope with a large deformation, and in that case, the bolt 3 is guided by the elongated hole 21. Therefore, it is possible to prevent the face member 4 and the pillar member 5 from moving relative to each other in a direction other than the predetermined direction. Further, since the plate material 2 is sandwiched and tightened by both holding portions 12 of the friction material 1, it is easy to adjust the pressing force by the bolt 3. Further, although the case where one member is the face member 4 and the other member is the framework 5 (pillar member 5) is taken as an example here, the shape and structure of the one member and the other member may be any. .. Further, since the frictional force generated between the friction material 1 and the plate material 2 is used, it can be applied regardless of the material and surface condition of one member and the other member. The first embodiment of this friction damper can also be retrofitted to a building.

次に、摩擦ダンパの第二実施形態について説明する。図7及び図8に示すように、摩擦ダンパの第二実施形態は、摩擦材1と、板材2と、締付具3を備える。第一実施形態と異なるのは摩擦材1の直交部15の構成であり、第二実施形態において直交部15は、締付具3を挟んで両側に位置する板状部材である。
摩擦材1は、木製であって、断面矩形で柱材5の長手方向に延びるものであり、図6の模式図に示すように、摩擦力の働く方向と平行な方向、言い換えれば、締付具3による圧締方向と直交方向に繊維方向を有する。摩擦材1は、直交部15を備える。直交部15は溝部11の延びる方向(摩擦力の働く方向)と直交する方向、言い換えれば、締付具3による圧締力の方向と平行方向に繊維方向を有する。板材2の長孔21の位置に合わせて、締付具3の両側部分の摩擦材1が柱材5の長手方向に切り欠いてあり、直交部15はその切欠き部に嵌め込まれて接着されている。二つの直交部15,15の間には、表裏方向にボルト孔が設けてある。そして、摩擦材1の柱材5側の面には、柱材5の長手方向に延びる溝部11を形成してある。溝部11は二つの直交部15,15に亘っており、溝部11の両側(表側と裏側)は、挟持部12となっている。表側と裏側の両挟持部12は、溝部11によって表側と裏側に分断された直交部15を備える。二本のボルト3からなる締付具3が、両挟持部12のボルト孔と受板6のボルト孔および板材2の長孔21を貫通して挿入されており、ボルト3の先端に、座金33を挿入し、さらにナット34をねじ込んで締め付けてある。座金33は、二つの直交部15,15間の幅よりも大きい寸法の円形鋼板であり、座金33の縁は二つの直交部15,15の表側面に当接している。ボルト3の締め付けにより、表裏方向に圧締力が発生し、両挟持部12は互いに近づく方向に付勢され、両挟持部12が板材2を両側から押圧する。なお、摩擦材1は図7及び図8に示すように、一方部材側の側面に補強部材10aを一体として有していてもよく、さらに、表側面には摩擦材1と補強部材10aに跨るように他の補強部材を当ててもよい。また、補強部材10a側の直交部15は摩擦材1をくり抜いて設けることによって補強部材10aを有しない構成としてもよい。
Next, a second embodiment of the friction damper will be described. As shown in FIGS. 7 and 8, the second embodiment of the friction damper includes a friction material 1, a plate material 2, and a fastener 3. What is different from the first embodiment is the configuration of the orthogonal portion 15 of the friction material 1, and in the second embodiment, the orthogonal portion 15 is a plate-shaped member located on both sides of the fastener 3.
The friction material 1 is made of wood, has a rectangular cross section, and extends in the longitudinal direction of the pillar material 5. As shown in the schematic view of FIG. 6, the friction material 1 is tightened in a direction parallel to the direction in which the frictional force acts, in other words, tightening. It has a fiber direction in a direction orthogonal to the compression direction by the tool 3. The friction material 1 includes an orthogonal portion 15. The orthogonal portion 15 has a fiber direction in a direction orthogonal to the extending direction of the groove portion 11 (direction in which the frictional force acts), in other words, in a direction parallel to the direction of the pressing force by the fastener 3. The friction material 1 on both sides of the fastener 3 is cut out in the longitudinal direction of the pillar material 5 in accordance with the position of the elongated hole 21 of the plate material 2, and the orthogonal portion 15 is fitted and adhered to the notch portion. ing. Bolt holes are provided between the two orthogonal portions 15 and 15 in the front and back directions. Then, a groove portion 11 extending in the longitudinal direction of the pillar material 5 is formed on the surface of the friction material 1 on the pillar material 5 side. The groove portion 11 extends over two orthogonal portions 15 and 15, and both sides (front side and back side) of the groove portion 11 are holding portions 12. Both the front side and the back side holding portions 12 are provided with orthogonal portions 15 which are divided into a front side and a back side by a groove portion 11. A fastener 3 composed of two bolts 3 is inserted through the bolt holes of both holding portions 12, the bolt holes of the receiving plate 6, and the elongated holes 21 of the plate material 2, and is inserted into the tip of the bolt 3 with a washer. 33 is inserted, and the nut 34 is further screwed in and tightened. The washer 33 is a circular steel plate having a size larger than the width between the two orthogonal portions 15, 15, and the edge of the washer 33 is in contact with the front side surface of the two orthogonal portions 15, 15. By tightening the bolt 3, a pressing force is generated in the front and back directions, both holding portions 12 are urged in a direction approaching each other, and both holding portions 12 press the plate material 2 from both sides. As shown in FIGS. 7 and 8, the friction material 1 may have the reinforcing member 10a integrally on the side surface on one side of the member, and further straddles the friction material 1 and the reinforcing member 10a on the front surface surface. Other reinforcing members may be applied as such. Further, the orthogonal portion 15 on the reinforcing member 10a side may be provided by hollowing out the friction material 1 so as not to have the reinforcing member 10a.

このように構成した摩擦ダンパの第二実施形態においては、振動により、面材4と柱材5が相対移動した際に、木製の摩擦材1と鋼製の板材2の間に摩擦力が生じることで、振動を減衰させることができる。摩擦材1の両挟持部12は直交部15を備え、締付具3による圧締力の働く方向と直交部15の繊維方向は平行であるため、第一実施例と同様に過酷な条件下においても高い応力残存率を維持できる。また同時に、締付具3による圧締力に直交して生じる摩擦力の働く方向と摩擦材1の繊維方向は平行するため、直交部15に生じるせん断応力が低減されて、せん断破壊を防止できる。 In the second embodiment of the friction damper configured as described above, when the face material 4 and the pillar material 5 move relative to each other due to vibration, a frictional force is generated between the wooden friction material 1 and the steel plate material 2. Therefore, the vibration can be damped. Since both sandwiching portions 12 of the friction material 1 are provided with orthogonal portions 15 and the direction in which the pressing force by the fastener 3 acts is parallel to the fiber direction of the orthogonal portions 15, the harsh conditions are the same as in the first embodiment. It is possible to maintain a high residual stress rate even in the above. At the same time, since the direction in which the frictional force generated perpendicular to the pressing force of the fastener 3 acts is parallel to the fiber direction of the friction material 1, the shear stress generated in the orthogonal portion 15 is reduced, and shear failure can be prevented. ..

次に、摩擦ダンパの第一実施形態及び第二実施形態について、繰り返し加振によってせん断試験を行った。第一実施形態の結果を図9、第二実施形態の結果を図10に示す。これによれば、何れの実施形態においても、摩擦ダンパ特有の高い剛性と、二次剛性のほとんどない、長方形の安定したループが得られた。 Next, the first embodiment and the second embodiment of the friction damper were subjected to a shear test by repeated vibration. The results of the first embodiment are shown in FIG. 9, and the results of the second embodiment are shown in FIG. According to this, in any of the embodiments, a stable rectangular loop having high rigidity peculiar to the friction damper and almost no secondary rigidity was obtained.

さらに、摩擦ダンパの第一実施形態及び第二実施形態について、圧締力維持の信頼性試験を実施した結果を示す。図11は、室温20℃湿度40%の環境と、室温20℃湿度80%の環境を繰り返す乾湿サイクルにおける摩擦ダンパの応力残存率を測定した結果である。図12は、摩擦ダンパを室温40℃湿度87%という極端な高温高湿状態に4日間置くいわゆる促進処理を行った後、室温20℃湿度65%の環境下に置いて応力残存率を測定した結果である。これらの結果から、何れの実施形態も応力残存率は比較的安定しており、圧締力は大きく低下しないことが確認された。 Further, the results of performing a reliability test for maintaining the compression force with respect to the first embodiment and the second embodiment of the friction damper are shown. FIG. 11 shows the results of measuring the stress residual ratio of the friction damper in a dry-wet cycle in which an environment of room temperature of 20 ° C. and humidity of 40% is repeated and an environment of room temperature of 20 ° C. and humidity of 80% are repeated. In FIG. 12, the friction damper was placed in an extremely high temperature and high humidity state of room temperature of 40 ° C. and humidity of 87% for 4 days, and then placed in an environment of room temperature of 20 ° C. and humidity of 65% for 4 days, and then the stress residual ratio was measured. The result. From these results, it was confirmed that the stress residual ratio was relatively stable in each of the embodiments, and the compression force did not decrease significantly.

次に、この摩擦ダンパを設けた壁面体について説明する。図13(a)に示すのは、摩擦ダンパの第一実施形態を設けた壁面体であり、面材4と、軸組と、摩擦ダンパ100を備える。面材4は、木製で矩形の板材であり、軸組は、左右の柱材5,5と、上下の梁材8,8を四周枠組みして形成したものあって、軸組の内周側に面材4を取り付けてある。なお、面材4と左右の柱材5の間の隙間は狭くしてあり(たとえば0.5mm程度)、面材と上下の梁材8との間の隙間は広くしてある(たとえば。25mm程度)。そして、振動としては地震動を想定するものであり、この壁面体が水平方向に加振されると、軸組が平行四辺形になるように変形して、面材4と軸組の各辺(柱材5および梁材8)は、各辺に沿った方向(柱材5および梁材8の長手方向)に相対的に移動する。この際、面材4と左右の柱材5の間の隙間は狭いので、面材4が回転しようとすると柱材5に接触して筋交効果が発揮され、左右方向(摩擦ダンパ100の長孔21に直交する方向)への変形は規制される。一方、面材4と上下の梁材8の間の隙間は広いので、上下方向(摩擦ダンパ100の長孔21が延びる方向)への変形は許容される。この振動を減衰させるため、面材4の左辺と左側の柱材5の間および面材4の右辺と右側の柱材5の間に、摩擦ダンパ100をそれぞれ三つずつ、等間隔に取り付けてある。図13(b)に示すように、摩擦ダンパ100の取り付け方は、図3に示した場合と同じであり、面材4が一方部材に相当し、柱材5が他方部材に相当する。そして、受材7は、上下に延びる一本(左右二本)の部材となっている。この壁面体においては、図13(a)に示すように、面材4を受材7に固定するための釘本数を最小限にすることで、摩擦ダンパ100の減衰効果を高めている。 Next, a wall surface body provided with this friction damper will be described. FIG. 13A shows a wall surface body provided with the first embodiment of the friction damper, which includes a face material 4, a framework, and a friction damper 100. The face material 4 is a wooden rectangular plate material, and the framework is formed by forming the left and right pillar members 5 and 5 and the upper and lower beam members 8 and 8 in a four-circumferential framework, and is formed on the inner peripheral side of the framework. The face material 4 is attached to. The gap between the face material 4 and the left and right pillar materials 5 is narrow (for example, about 0.5 mm), and the gap between the face material and the upper and lower beam materials 8 is wide (for example, 25 mm). degree). The vibration is assumed to be an earthquake motion, and when this wall surface is vibrated in the horizontal direction, the framework is deformed into a parallel quadrilateral, and each side of the face material 4 and the framework ( The pillar 5 and the beam 8) move relatively in the direction along each side (longitudinal direction of the pillar 5 and the beam 8). At this time, since the gap between the face material 4 and the left and right pillar materials 5 is narrow, when the face material 4 tries to rotate, it comes into contact with the pillar material 5 to exert a streak effect, and the length of the friction damper 100 (the length of the friction damper 100). Deformation in the direction orthogonal to the hole 21) is restricted. On the other hand, since the gap between the face material 4 and the upper and lower beam materials 8 is wide, deformation in the vertical direction (direction in which the elongated hole 21 of the friction damper 100 extends) is allowed. In order to attenuate this vibration, three friction dampers 100 are attached at equal intervals between the left side and the left side pillar 5 of the face material 4 and between the right side and the right side pillar 5 of the face material 4. be. As shown in FIG. 13B, the method of attaching the friction damper 100 is the same as that shown in FIG. 3, in which the face member 4 corresponds to one member and the pillar member 5 corresponds to the other member. The receiving material 7 is a single member (two left and right) extending vertically. In this wall surface, as shown in FIG. 13A, the damping effect of the friction damper 100 is enhanced by minimizing the number of nails for fixing the face material 4 to the receiving material 7.

このように摩擦ダンパ100を取り付けた壁面体は、高剛性で高い減衰性能を備える。摩擦ダンパの第一実施形態を適用した場合、柱材5と一体に設けた板材2が、面材4と一体に設けた摩擦材1の両挟持部12に挟まれる構成となり、振動によりボルト3が緩んでも面材4が面外方向に外れない。また、摩擦材1の両挟持部12は直交部13を備え、締付具3による圧締力の働く方向と直交部13の繊維方向は平行であるため、長期的に高い応力残存率を維持できる。さらに、工場において、面材4と摩擦材1をセットにして制振面材として製造し、これを現場において軸組に挿入施工することもできる。 The wall surface to which the friction damper 100 is attached has high rigidity and high damping performance. When the first embodiment of the friction damper is applied, the plate material 2 provided integrally with the pillar material 5 is sandwiched between both holding portions 12 of the friction material 1 provided integrally with the face material 4, and the bolt 3 is vibrated. The face material 4 does not come off in the out-of-plane direction even if it loosens. Further, since both the holding portions 12 of the friction material 1 are provided with the orthogonal portions 13 and the direction in which the pressing force by the fastener 3 acts is parallel to the fiber direction of the orthogonal portions 13, a high stress residual ratio is maintained for a long period of time. can. Further, at the factory, the face material 4 and the friction material 1 can be manufactured as a set as a vibration damping surface material, and this can be inserted into the framework at the site.

続いて、図13に示した摩擦ダンパ100の第一実施形態を設けた壁面体について壁せん断試験を行った。試験方法は、柱脚固定式で、1/30rad.まで繰り返し加力を行ったあと、1/15rad.まで単調加力を行うものであり、見かけのせん断変形角-荷重関係を図14のグラフに示した。これによれば、摩擦ダンパ100の性質を反映して高い剛性を示した。よって、本発明の壁面体は、高い剛性と高い減衰性能を備え、また、1/30rad.を超える大変形においても、ハードニングや耐力の低下がないなど、非常に優れた性能を発揮するものである。 Subsequently, a wall shear test was performed on the wall surface body provided with the first embodiment of the friction damper 100 shown in FIG. The test method is a column base fixed type, and 1/30 rad. After repeatedly applying force up to 1/15 rad. The monotonous force is applied up to, and the apparent shear deformation angle-load relationship is shown in the graph of FIG. According to this, high rigidity was shown reflecting the property of the friction damper 100. Therefore, the wall surface of the present invention has high rigidity and high damping performance, and also has 1/30 rad. Even in the case of large deformation exceeding the above, it exhibits extremely excellent performance such as no hardening or deterioration of proof stress.

次に、摩擦ダンパの第三実施形態について説明する。図15及び図16に示すように、摩擦ダンパの第三実施形態は、二つの摩擦材1a,1bと、締付具3aを備える。
摩擦材1a,1bは、木製であって、断面矩形で柱材5の長手方向に延びるものであって、他の実施形態と同様に摩擦力の働く方向と平行な方向、言い換えれば、締付具3aによる圧締方向と直交な方向に繊維方向を有する。そして、摩擦材1a,1bは、面材4を表裏両側から挟むようにして、柱材5の面材4側の面にビス打ちして固定してある。また、摩擦材1a,1bはそれぞれ、表裏に貫通する挿通孔14aが面材4の長孔41の位置に合わせて、等間隔に三つ設けてあり、その各挿通孔14aには直交部13aが挿入接着されている。第三実施形態における直交部13aは、第一実施形態における直交部13と同様に、締付具3aによる圧締力の働く方向に延びる棒状部材である。直交部13aは、締付具3aによる圧締力の方向と平行方向に繊維方向を有し、中心には表裏方向にボルト孔が設けてある。
面材4には、柱材5の長手方向に延びる長孔41を形成してあるが、長孔41は、両摩擦材1a,1bに隠れた状態となる。そして、三本のボルト3aからなる締付具に、座金33を挿入した上で、直交部13aのボルト孔および面材4の長孔41を貫通して、表側からねじ込んである。ボルト3aの先端は裏側面から座金33とナット34によって固定してある。このボルト3aの締め付けにより、表裏方向に圧締力が発生し、両摩擦材1a,1bが互いに近づく方向に付勢され、両摩擦材1a,1bが面材4を両側から押圧する。
Next, a third embodiment of the friction damper will be described. As shown in FIGS. 15 and 16, the third embodiment of the friction damper includes two friction materials 1a and 1b and a fastener 3a.
The friction materials 1a and 1b are made of wood, have a rectangular cross section and extend in the longitudinal direction of the pillar material 5, and are tightened in a direction parallel to the direction in which the frictional force acts as in other embodiments, in other words, tightening. It has a fiber direction in a direction orthogonal to the compression direction by the tool 3a. Then, the friction materials 1a and 1b are fixed by screwing the face material 4 to the surface of the pillar material 5 on the face material 4 side so as to sandwich the face material 4 from both the front and back sides. Further, the friction materials 1a and 1b are provided with three insertion holes 14a penetrating the front and back at equal intervals according to the positions of the elongated holes 41 of the face material 4, and each of the insertion holes 14a is provided with an orthogonal portion 13a. Is inserted and glued. The orthogonal portion 13a in the third embodiment is a rod-shaped member extending in the direction in which the pressing force by the fastener 3a acts, similarly to the orthogonal portion 13 in the first embodiment. The orthogonal portion 13a has a fiber direction in a direction parallel to the direction of the pressing force by the fastener 3a, and a bolt hole is provided in the center in the front and back directions.
The face material 4 is formed with a long hole 41 extending in the longitudinal direction of the pillar material 5, but the long hole 41 is hidden by both friction materials 1a and 1b. Then, after inserting the washer 33 into the fastener composed of the three bolts 3a, the washer 33 is inserted through the bolt hole of the orthogonal portion 13a and the elongated hole 41 of the face material 4 and screwed from the front side. The tip of the bolt 3a is fixed from the back side surface by a washer 33 and a nut 34. By tightening the bolt 3a, a pressing force is generated in the front and back directions, the friction materials 1a and 1b are urged in a direction approaching each other, and the friction materials 1a and 1b press the face material 4 from both sides.

次に、摩擦ダンパの第四実施形態について説明する。図17及び図18に示すように、摩擦ダンパの第四実施形態は、二つの摩擦材1a,1bと、締付具3bを備える。第三実施形態と異なるのは直交部15aの構成であり、第四実施形態において直交部15aは、第二実施形態と同様に、締付具3bを挟んで両側に位置する板状部材である。
摩擦材1a,1bは、木製であって、断面矩形で柱材5の長手方向に延びるものであって、他の実施形態と同様に摩擦力の働く方向と平行な方向、言い換えれば、締付具3bによる圧締方向と直交な方向に繊維方向を有する。摩擦材1a,1bは、直交部15aを備える。直交部15aは、締付具3bによる圧締力の方向と平行方向に繊維方向を有する。面材4の長孔41の位置に合わせて、締付具3bの両側部分の摩擦材1a,1bが柱材5の長手方向に切り欠いてあり、直交部15aはその切欠き部に嵌め込まれて接着されている。
また、面材4には、第三実施形態と同様に、柱材5の長手方向に延びる長孔41を形成してある。そして、二本のボルト3bからなる締付具を、二つの直交部15a,15aの間の両摩擦材1a,1bおよび面材4の長孔41を貫通して、表側からねじ込んである。ボルト3aの先端は裏側面から座金33とナット34によって固定してある。このボルト3bを締め付けると、表裏方向に圧締力が発生し、両摩擦材1a,1bが互いに近づく方向に付勢され、両摩擦材1a,1bが面材4を両側から押圧する。
Next, a fourth embodiment of the friction damper will be described. As shown in FIGS. 17 and 18, the fourth embodiment of the friction damper includes two friction materials 1a and 1b and a fastener 3b. What is different from the third embodiment is the configuration of the orthogonal portion 15a, and in the fourth embodiment, the orthogonal portion 15a is a plate-shaped member located on both sides of the fastener 3b, as in the second embodiment. ..
The friction materials 1a and 1b are made of wood, have a rectangular cross section and extend in the longitudinal direction of the pillar material 5, and are tightened in a direction parallel to the direction in which the frictional force acts as in other embodiments, in other words, tightening. It has a fiber direction in a direction orthogonal to the compression direction by the tool 3b. The friction materials 1a and 1b include an orthogonal portion 15a. The orthogonal portion 15a has a fiber direction in a direction parallel to the direction of the pressing force by the fastener 3b. Friction materials 1a and 1b on both sides of the fastener 3b are notched in the longitudinal direction of the pillar 5 in accordance with the position of the elongated hole 41 of the face material 4, and the orthogonal portion 15a is fitted into the notch. Is glued.
Further, the face material 4 is formed with an elongated hole 41 extending in the longitudinal direction of the pillar material 5, as in the third embodiment. Then, a fastener composed of two bolts 3b is screwed from the front side through both friction materials 1a and 1b between the two orthogonal portions 15a and 15a and the elongated hole 41 of the face material 4. The tip of the bolt 3a is fixed from the back side surface by a washer 33 and a nut 34. When the bolt 3b is tightened, a pressing force is generated in the front and back directions, the friction materials 1a and 1b are urged in a direction approaching each other, and the friction materials 1a and 1b press the face material 4 from both sides.

このように構成した摩擦ダンパの第三実施形態及び第四実施形態においては、振動により、面材4と柱材5が相対移動した際に、木製の摩擦材1a,1bと木製の面材4の間に摩擦力が生じることで、振動を減衰させることができる。また、ボルト3aが面材4の長孔41内を移動できるので、大きな変形にも対応可能である。そして、両摩擦材1a,1bは直交部13a,15aを備え、締付具3a,3bによる圧締力の働く方向と直交部13a,15aの繊維方向は平行であるため、過酷な条件下においても高い応力残存率を維持できる。また同時に、締付具3a,3bによる圧締力に直交して生じる摩擦力の働く方向と両摩擦材1a,1bの繊維方向は平行するので、直交部13a,15aに生じるせん断応力が低減され、せん断破壊を防止できる。 In the third and fourth embodiments of the friction damper configured in this way, when the face material 4 and the pillar material 5 move relative to each other due to vibration, the wooden friction materials 1a and 1b and the wooden face material 4 The vibration can be damped by the frictional force generated between the two. Further, since the bolt 3a can move in the elongated hole 41 of the face material 4, it can cope with a large deformation. Since both friction materials 1a and 1b are provided with orthogonal portions 13a and 15a, and the direction in which the pressing force is applied by the fasteners 3a and 3b and the fiber direction of the orthogonal portions 13a and 15a are parallel, the conditions are harsh. Can maintain a high residual stress rate. At the same time, since the direction in which the frictional force generated perpendicular to the pressing force of the fasteners 3a and 3b acts is parallel to the fiber direction of both friction materials 1a and 1b, the shear stress generated in the orthogonal portions 13a and 15a is reduced. , Can prevent shear failure.

続いて、このように構成した摩擦ダンパについて、繰り返し加振によりせん断試験を行った結果を示す。ここでは、第四実施形態について試験を行い、変位-荷重関係を図19のグラフに示した。これによれば、摩擦ダンパ特有の高い剛性と、二次剛性がほとんどない、長方形の安定したループが得られた。 Subsequently, the results of a shear test performed by repeated vibration on the friction damper configured in this way are shown. Here, the fourth embodiment was tested, and the displacement-load relationship is shown in the graph of FIG. According to this, the high rigidity peculiar to the friction damper and the rectangular stable loop with almost no secondary rigidity were obtained.

図20に示すのは、摩擦ダンパの第四実施形態を設けた壁面体である。図13に示した摩擦ダンパの第一実施形態を設けた壁面体と同様の構成であり、面材4と、軸組(柱材5および梁材8)と、摩擦ダンパ100を備えていて、面材4の左辺と左側の柱材5の間および面材4の右辺と右側の柱材5の間に、摩擦ダンパ100をそれぞれ三つずつ、等間隔に取り付けてある。摩擦ダンパ100の取り付け方は、図13に示した場合と同じであり、面材4が一方部材に相当し、軸組(柱材5)が他方部材に相当する。ただし、摩擦材1a,1bは、面材4の上端から下端まで延びる部材となっており、さらに、面材4の上辺および下辺にも、同様に摩擦材1a,1bを設けてある。 FIG. 20 shows a wall surface body provided with the fourth embodiment of the friction damper. It has the same configuration as the wall surface body provided with the first embodiment of the friction damper shown in FIG. 13, and includes a face material 4, a framework (column material 5 and beam material 8), and a friction damper 100. Three friction dampers 100 are attached at equal intervals between the left side and the left side pillar 5 of the face material 4 and between the right side and the right side pillar 5 of the face material 4. The method of attaching the friction damper 100 is the same as that shown in FIG. 13, in which the face member 4 corresponds to one member and the framework (pillar member 5) corresponds to the other member. However, the friction materials 1a and 1b are members extending from the upper end to the lower end of the face material 4, and the friction materials 1a and 1b are similarly provided on the upper and lower sides of the face material 4.

このように摩擦ダンパ100を取り付けた壁面体は、高剛性で高い減衰性能を備える。摩擦ダンパの第四実施形態を適用した場合、面材4が柱材5と一体に設けた両摩擦材1a,1bに挟まれる構成となるので、振動によりボルト3aが緩んでも面材4が面外方向に外れない。また、摩擦材1a,1bの両挟持部12は直交部15aを備え、締付具3による圧締力の働く方向と直交部15aの繊維方向は平行であるため、長期的に高い応力残存率を維持できる。さらに、工場において、面材4と摩擦材1a,1bをセットにして制振面材として製造し、これを現場において軸組に挿入施工することもできる。 The wall surface to which the friction damper 100 is attached has high rigidity and high damping performance. When the fourth embodiment of the friction damper is applied, the face material 4 is sandwiched between the two friction materials 1a and 1b provided integrally with the pillar material 5, so that the face material 4 is a surface even if the bolt 3a is loosened by vibration. It does not come off in the outward direction. Further, both the holding portions 12 of the friction materials 1a and 1b are provided with the orthogonal portions 15a, and the direction in which the pressing force by the fastener 3 acts is parallel to the fiber direction of the orthogonal portions 15a, so that the stress residual ratio is high in the long term. Can be maintained. Further, at the factory, the face material 4 and the friction materials 1a and 1b can be manufactured as a set as a vibration damping surface material, and this can be inserted into the framework at the site.

摩擦ダンパの第三実施形態及び第四実施形態では、長孔41を備える面材4を用いるが、様々な態様の面材4を適用することにより、面材4による応力緩和挙動を抑制することができる。例えば、図21に示すように、面材4は締付具3a,3bによって圧締される箇所に、鋼鈑製の補強部材91を備えるものであってもよい。この場合、面材4の一部をくり抜いて補強部材91を嵌め込んで接着してあり、補強部材91に設けた長孔91aに締付具3a,3bが挿通される。また、図22及び図23に示すように、面材4は締付具3a,3bによって圧締される箇所に、直交積層接着された合板製の補強部材92,93を備えるものであってもよい。この場合、補強部材92,93は、合板の側面が面材4の表面側となるよう、言い換えれば、面方向と締付具3a,3bによる圧締方向が平行となるよう、面材4に嵌め込まれる。補強部材92,93には長孔92a,93aが設けてあり、この長孔92a,93aに締付具3a,3bが挿通される。なお、図22の面材4は締付具3a,3bによって圧締される箇所をコ字状に切り欠いてあり、その切欠き部に補強部材92を嵌め込んで接着してある。図23の面材4は締付具3a,3bによって圧締される箇所をくり抜いて補強部材93を嵌め込んで接着してある。さらに、図24に示す面材4のように、直交部94bを有する補強部材94を備えてもよい。直交部94bは、圧締力と平行方向に繊維方向を有する棒状部材である。補強部材94は締付具3a,3bによって圧締される箇所に、間隔を開けて複数の貫通孔を表裏方向に設け、その貫通穴に直交部94bを嵌め込んであり、さらにその複数の直交部94bに沿って長孔94aが設けてある。また、補強部材94の裏側面にはL字の切欠き部が設けてあり、その切欠き部に面材4が接着されて、面材4の裏側面と補強部材94の裏側面を面一としてある。そして、図25に示す面材4のように、直交部95bを有する補強部材95を備えてもよい。直交部95bは圧締力と平行方向に繊維方向を有する板状部材である。補強部材95は締付具3a,3bによって圧締される箇所に長孔95aを設けてあり、長孔95aを挟んで両側に直交部95b,95bを備える。二つの直交部95bの一方には、柱材5の長手方向に延びる溝が設けてあり、この溝に面材4が挿入接着されている。
このような補強材91~95を備える面材4は、長孔91a~95aの外周に沿って緩和の起こり難い部材を備えるため、面材4による応力緩和挙動を抑制することができる。
In the third embodiment and the fourth embodiment of the friction damper, the face material 4 provided with the elongated hole 41 is used, but by applying the face material 4 of various embodiments, the stress relaxation behavior by the face material 4 is suppressed. Can be done. For example, as shown in FIG. 21, the face material 4 may be provided with a reinforcing member 91 made of steel plate at a position where the face material 4 is pressed by the fasteners 3a and 3b. In this case, a part of the face material 4 is hollowed out and the reinforcing member 91 is fitted and adhered, and the fasteners 3a and 3b are inserted into the elongated holes 91a provided in the reinforcing member 91. Further, as shown in FIGS. 22 and 23, even if the face material 4 is provided with reinforcing members 92, 93 made of plywood bonded by orthogonal lamination at a position to be pressed by the fasteners 3a, 3b. good. In this case, the reinforcing members 92 and 93 are provided on the face material 4 so that the side surface of the plywood is on the surface side of the face material 4, in other words, the surface direction and the pressing direction by the fasteners 3a and 3b are parallel to each other. It is fitted. The reinforcing members 92 and 93 are provided with elongated holes 92a and 93a, and the fasteners 3a and 3b are inserted into the elongated holes 92a and 93a. The face material 4 in FIG. 22 has a U-shaped notch at a portion to be pressed by the fasteners 3a and 3b, and the reinforcing member 92 is fitted and adhered to the notch. The face material 4 in FIG. 23 is formed by hollowing out a portion to be pressed by the fasteners 3a and 3b and fitting a reinforcing member 93 into the face material 4 to be bonded. Further, as in the face material 4 shown in FIG. 24, a reinforcing member 94 having an orthogonal portion 94b may be provided. The orthogonal portion 94b is a rod-shaped member having a fiber direction in a direction parallel to the pressing force. The reinforcing member 94 is provided with a plurality of through holes in the front and back directions at intervals where the fasteners 3a and 3b are pressed, and the orthogonal portions 94b are fitted into the through holes, and the plurality of orthogonal portions are further orthogonal to each other. An elongated hole 94a is provided along the portion 94b. Further, an L-shaped notch is provided on the back side surface of the reinforcing member 94, and the face material 4 is adhered to the notch portion so that the back side surface of the face material 4 and the back side surface of the reinforcing member 94 are flush with each other. There is. Then, as in the face material 4 shown in FIG. 25, a reinforcing member 95 having an orthogonal portion 95b may be provided. The orthogonal portion 95b is a plate-shaped member having a fiber direction in a direction parallel to the pressing force. The reinforcing member 95 is provided with an elongated hole 95a at a position where it is pressed by the fasteners 3a and 3b, and is provided with orthogonal portions 95b and 95b on both sides of the elongated hole 95a. One of the two orthogonal portions 95b is provided with a groove extending in the longitudinal direction of the pillar member 5, and the face member 4 is inserted and adhered to the groove.
Since the face material 4 provided with such reinforcing materials 91 to 95 includes a member along the outer periphery of the elongated holes 91a to 95a in which relaxation is unlikely to occur, the stress relaxation behavior of the face material 4 can be suppressed.

本発明の摩擦ダンパは、さらに異なる構成もとり得るものである。図26および図27に示すのは、摩擦ダンパの第五実施形態である。第一実施形態~第四実施形態は、何れも一方部材が木製の面材4、他方部材が木製の柱材5であったが、第五実施形態では、一方部材4a及び他方部材5aは何れも木製の面材であり、詳しくは、複数枚の板材を互いに直交に積層接着した厚型の集成パネルであって、一方部材4aと他方部材5aは同じ板厚である。この二つの面材4a,5aは端面を突き合わせて接合してあり、面材4a,5aが接合面の長手方向に相対移動する場合を挙げる。
この第五実施形態は、板材2と、締付具3cと、固定具30を備える。
一方部材(面材)4aは、他方部材(面材)5a寄りの位置、言い換えれば、板材2の長孔21の位置に合わせて、表裏に貫通する挿通孔43が等間隔に三つ設けてある。その各挿通孔43に直交部44が挿入接着されている。第五実施形態において直交部44は、締付具3cによる圧締力の働く方向に延びる棒状部材であるが、第二実施形態や第四実施形態の直交部15,15aのように締付具3cを挟んで両側に位置する板状部材であってもよい。一方部材4aの他方部材5aと対向する端面には、その長手方向に溝部41を形成してあり、溝部41の両側(表側と裏側)が挟持部42となっている。そして、表側と裏側の両挟持部42は、溝部41によって分断された直交部44を備える。直交部44は溝部41の延びる方向(摩擦力の働く方向)と直交する方向、言い換えれば、締付具3cによる圧締力の方向と平行方向に繊維方向を有し、直交部44の中心には表裏方向にボルト孔が設けてある。
他方部材5aは、一方部材4a寄りの位置、言い換えれば、板材2の固定孔23の位置に、表裏に貫通する固定孔53が等間隔に三つ設けてある。他方部材5aの一方部材4aと対向する端面には、その長手方向に溝部51を形成してあり、溝部51の両側(表側と裏側)が挟持部52となっている。そして、表側と裏側の両挟持部52は、溝部51によって分断された固定孔53を有する。
一方部材4aと他方部材5aは、溝部41,51を対向させて端面を突き合わせてあり、その一方部材4aの溝部41と他方部材5aの溝部51に跨るように、板材2が溝部41,51に挿入されている。
板材2は、一方部材4a及び他方部材5aの両挟持部42,52に挟まれており、一方部材4a及び他方部材5aに隠れた状態である。板材2は鋼製であって、一方部材4a側には一方部材4a及び他方部材5aの接合面の長手方向に延びる長孔21を形成してあり、他方部材5a側には他方部材5aの固定孔53に合わせて固定孔23が形成してある。
三本のボルトからなる締付具3cが、一方部材4aの直交部44のボルト孔および板材2の長孔21を貫通して挿入されており、ボルト3の先端に、座金33を挿入し、さらにナット34をねじ込んで締め付けてある。また、ドリフトピン等の固定具30が、他方部材5aの固定孔53と板材2の固定孔23を貫通して固定されている。ボルト3の締め付けにより、表裏方向に圧締力が発生し、一方部材4aの両挟持部42は互いに近づく方向に付勢され、両挟持部42が板材2を両側から押圧する。
このように構成した摩擦ダンパの第五実施形態も、図28に示すように、高い剛性を示した。
The friction damper of the present invention may have a different configuration. 26 and 27 show a fifth embodiment of the friction damper. In each of the first to fourth embodiments, one member is a wooden face member 4 and the other member is a wooden pillar member 5, but in the fifth embodiment, either the one member 4a or the other member 5a is used. Is also a wooden face material, and more specifically, it is a thick laminated panel in which a plurality of plate materials are laminated and bonded at right angles to each other, and one member 4a and the other member 5a have the same plate thickness. The two face materials 4a and 5a are joined so that their end faces are butted against each other, and a case where the face materials 4a and 5a move relative to each other in the longitudinal direction of the joint surface is mentioned.
The fifth embodiment includes a plate material 2, a fastener 3c, and a fixture 30.
The one member (face material) 4a is provided with three insertion holes 43 penetrating the front and back at equal intervals according to the position closer to the other member (face material) 5a, in other words, the position of the elongated hole 21 of the plate material 2. be. An orthogonal portion 44 is inserted and adhered to each of the insertion holes 43. In the fifth embodiment, the orthogonal portion 44 is a rod-shaped member extending in the direction in which the pressing force by the fastener 3c acts, but the clamping tool is like the orthogonal portions 15, 15a of the second embodiment and the fourth embodiment. It may be a plate-shaped member located on both sides of 3c. On the end surface of the one member 4a facing the other member 5a, a groove portion 41 is formed in the longitudinal direction thereof, and both sides (front side and back side) of the groove portion 41 are holding portions 42. Both the front side and the back side holding portions 42 include an orthogonal portion 44 divided by the groove portion 41. The orthogonal portion 44 has a fiber direction in a direction orthogonal to the extending direction of the groove portion 41 (direction in which the frictional force acts), in other words, in a direction parallel to the direction of the pressing force by the fastener 3c, and is located at the center of the orthogonal portion 44. Has bolt holes in the front and back directions.
The other member 5a is provided with three fixing holes 53 penetrating the front and back at equal intervals at a position closer to the one member 4a, in other words, at a position of a fixing hole 23 of the plate material 2. A groove 51 is formed on the end surface of the other member 5a facing the one member 4a in the longitudinal direction thereof, and both sides (front side and back side) of the groove portion 51 are holding portions 52. Both the front side and the back side holding portions 52 have a fixing hole 53 divided by the groove portion 51.
One member 4a and the other member 5a have their end faces facing each other with the grooves 41 and 51 facing each other, and the plate material 2 is placed on the grooves 41 and 51 so as to straddle the groove 41 of the one member 4a and the groove 51 of the other member 5a. It has been inserted.
The plate member 2 is sandwiched between the holding portions 42 and 52 of the one member 4a and the other member 5a, and is hidden by the one member 4a and the other member 5a. The plate material 2 is made of steel, and an elongated hole 21 extending in the longitudinal direction of the joint surface of the one member 4a and the other member 5a is formed on the one side of the member 4a, and the other member 5a is fixed on the other member 5a side. A fixing hole 23 is formed in accordance with the hole 53.
A fastener 3c composed of three bolts is inserted through the bolt hole of the orthogonal portion 44 of the one member 4a and the elongated hole 21 of the plate material 2, and the washer 33 is inserted into the tip of the bolt 3. Further, the nut 34 is screwed in and tightened. Further, a fixing tool 30 such as a drift pin is fixed through the fixing hole 53 of the other member 5a and the fixing hole 23 of the plate material 2. By tightening the bolt 3, a pressing force is generated in the front and back directions, while both holding portions 42 of the member 4a are urged in a direction approaching each other, and both holding portions 42 press the plate material 2 from both sides.
The fifth embodiment of the friction damper configured in this way also showed high rigidity as shown in FIG. 28.

図29に示すのは、摩擦ダンパの第五実施形態を設けた壁面体であり、面材4a,5aと、軸組と、摩擦ダンパ100を備える。面材4a,5aは、一方部材4aを挟んで両側に他方部材5aを接合してある。軸組は、左右の柱材8a,8aと、上下の梁材8b,8bを四周枠組みして形成したものあって、軸組の内周側に面材4a,5aを取り付けてある。詳しくは、軸組みに取り付けられた受材7によって、面材4a,5aの端部が挟み込まれている。なお、面材4a,5aと左右の柱材8aの間には隙間を空けてあり、例えば7.5mm以上、望ましくは20mm程度である。一方部材4aと他方部材5aとの接合部には、摩擦ダンパ100をそれぞれ四つずつ、等間隔に取り付けてある。
次に、摩擦ダンパ100の第五実施形態を設けた壁面体について壁せん断試験を行ったところ、見かけのせん断変形角-荷重関係を示す図30のグラフの通り、優れた減衰性能を備えることが確認された。
FIG. 29 shows a wall surface body provided with the fifth embodiment of the friction damper, which includes face materials 4a and 5a, a framework, and a friction damper 100. In the face materials 4a and 5a, the other member 5a is joined to both sides of the one member 4a. The framework is formed by forming the left and right column members 8a and 8a and the upper and lower beam members 8b and 8b in a four-circumferential framework, and the face members 4a and 5a are attached to the inner peripheral side of the framework. Specifically, the end portions of the face materials 4a and 5a are sandwiched by the receiving material 7 attached to the framework. There is a gap between the face materials 4a and 5a and the left and right pillar materials 8a, for example, 7.5 mm or more, preferably about 20 mm. Four friction dampers 100 are attached to the joints between the one member 4a and the other member 5a at equal intervals.
Next, when a wall shear test was performed on the wall surface body provided with the fifth embodiment of the friction damper 100, it was found to have excellent damping performance as shown in the graph of FIG. 30 showing the apparent shear deformation angle-load relationship. confirmed.

なお、本発明の摩擦ダンパの圧締力をさらに安定させるために、促進処理と再締付が有効である。以下、摩擦ダンパの第一実施形態を用いた試験結果に沿って具体的に説明する。促進処理とは、高温高湿環境下に長時間晒す処理である。木材は温度変化や湿度変化を受けると膨張収縮によって応力緩和を起こすものである。摩擦ダンパにおいても、促進処理を施すと圧締力が大きく低下することが確認された。そのため、摩擦ダンパに予め促進処理を長時間施すことによって、圧締力を安定させる方法が有効である。また、摩擦ダンパの締付具を再締付すれば、応力緩和後も高い応力を保つことができる。
図31は、摩擦ダンパの第一実施形態を用いて圧締力維持の信頼性試験を実施した結果である。なお当該試験において、促進処理は全て室温40℃湿度87%の環境下に96時間置いている。試験開始後に促進処理を施すと、応力は急激に低下した。そして、一度目の促進処理から数日あけて、再締付を行った。再締付を行わなかった場合の摩擦ダンパは、促進処理後緩やかに応力が低下していったが、再締付を行った場合、再締付直後に応力は回復し、その後二回目の促進処理を行った際には大きな低下が見られず、高い応力を維持した。
図32は、促進処理と再締付を繰り返し行い、摩擦ダンパの第一実施形態と、木材繊維直交方向の圧締を行う摩擦ダンパの従来品とを比較して、圧締力維持の信頼性試験を実施した結果である。なお当該試験において、促進処理は全て室温40℃湿度87%の環境下に96時間置いている。A及びBのグラフは、摩擦ダンパの第一実施形態の結果を示し、C及びDのグラフは、従来品の結果を示すものである。また、A及びCでは、試験開始直後に一回目の促進処理を行い、その数日後に再締付、その後二度目の促進処理、さらにその後再締付と促進処理を行っている。一方、BとDは試験開始直後(一回目)の促進処理を行っていないこと以外はAとCの条件と同じである。第一実施形態(A,B)と従来品(C,D)を比べると、いずれの条件においても第一実施形態の方が圧締力は高く保持されている。また、再締付の前に促進処理を行った場合(A,C)は、促進処理を行わなかった場合(B,D)と比べて応力残存率は約7%高かった。これにより、再締付前に促進処理を行うことが、圧締力維持に有効であることが確認された。
In addition, in order to further stabilize the pressing force of the friction damper of the present invention, the accelerated treatment and the re-tightening are effective. Hereinafter, the test results using the first embodiment of the friction damper will be specifically described. The accelerated treatment is a treatment of long-term exposure to a high-temperature and high-humidity environment. Wood undergoes stress relaxation due to expansion and contraction when it receives changes in temperature and humidity. It was also confirmed that the compression force of the friction damper was significantly reduced when the acceleration treatment was applied. Therefore, it is effective to apply a accelerating treatment to the friction damper for a long time in advance to stabilize the compression force. Further, by re-tightening the fastener of the friction damper, high stress can be maintained even after stress relaxation.
FIG. 31 shows the results of performing a reliability test for maintaining the compression force using the first embodiment of the friction damper. In this test, all the accelerated treatments were left in an environment of room temperature of 40 ° C. and humidity of 87% for 96 hours. When the acceleration treatment was applied after the start of the test, the stress decreased sharply. Then, a few days after the first promotion treatment, re-tightening was performed. The stress of the friction damper without re-tightening gradually decreased after the acceleration treatment, but when re-tightening, the stress recovered immediately after re-tightening, and then the second promotion. No significant decrease was observed during the treatment, and high stress was maintained.
FIG. 32 shows the reliability of maintaining the pressing force as compared with the first embodiment of the friction damper, which is repeatedly subjected to the accelerated treatment and the re-tightening, and the conventional friction damper which is pressed in the direction orthogonal to the wood fiber. This is the result of conducting the test. In this test, all the accelerated treatments were left in an environment of room temperature of 40 ° C. and humidity of 87% for 96 hours. The graphs A and B show the results of the first embodiment of the friction damper, and the graphs C and D show the results of the conventional product. Further, in A and C, the first accelerating treatment is performed immediately after the start of the test, a few days later, the retightening treatment is performed, the second accelerating treatment is performed, and then the retightening and accelerating treatment are performed. On the other hand, B and D are the same as the conditions of A and C except that the promotion treatment is not performed immediately after the start of the test (first time). Comparing the first embodiment (A, B) and the conventional product (C, D), the compression force is maintained higher in the first embodiment under any condition. In addition, when the accelerated treatment was performed before the retightening (A, C), the stress residual rate was about 7% higher than that when the accelerated treatment was not performed (B, D). From this, it was confirmed that it is effective to maintain the compression force by performing the accelerated treatment before re-tightening.

本発明の摩擦ダンパのさらなる実施形態として、図33及び図34に示す第六実施形態がある。第六実施形態は第一実施形態と近似するが、第六実施形態では屈折部24aを有する変形L字形材24を用いてあり、摩擦材1の溝部11は柱材5に対向する見込面ではなく表側の見付面に設けてある。また、第六実施形態では見付方向へ締付具3が挿入してあるため、圧締力の働く方向が第一実施形態とは90°異なる。
摩擦材1は、柱材5に対する対向部に沿って、釘やビス、接着剤を用いて面材4に強固に取り付けてある。また、摩擦材1には見付方向に貫通する挿通孔14が等間隔に三つ設けてあり、その各挿通孔14に直交部13が挿入接着されている。直交部13の中心には見付方向にボルト孔が設けてある。摩擦材1の表側面には、柱材5の見込方向に延びる溝部11を形成してあり、溝部11の両側が挟持部12となっている。両挟持部12は、溝部11によって分断された直交部13を備える。また、溝部11には板材2aが挿入してある。
板材2aは変形L字形材24と一体となっている。変形L字形材24は鋼製であって、L字形材にさらに屈折部24aを形成してあり、屈折部24aから延出する板材2aを備えたものである。変形L字形材24は、L字状の一辺24bが柱材5の面材4側の面にビス打ちして固定してある。柱材5から面材4と平行に延びる他辺24cの端部に屈折部24aが形成してあり、屈折部24aから面材4へ向かって見込方向に延出する板材2aが摩擦材1の溝部11へ挿入してある。板材2aには、柱材5の長手方向に延びる長孔21を形成してある。そして、三本のボルト3からなる締付具3が、直交部13のボルト孔および板材2aの長孔21を貫通して見付方向に挿入されており、ボルト3の締め付けにより見付方向に圧締力が発生し、両挟持部12は互いに近づく方向に付勢され、両挟持部12が板材2aを両側から押圧する。
As a further embodiment of the friction damper of the present invention, there is a sixth embodiment shown in FIGS. 33 and 34. The sixth embodiment is similar to the first embodiment, but in the sixth embodiment, the modified L-shaped member 24 having the refracting portion 24a is used, and the groove portion 11 of the friction material 1 is on the expected surface facing the pillar material 5. It is provided on the found surface on the front side. Further, in the sixth embodiment, since the fastener 3 is inserted in the finding direction, the direction in which the pressing force acts is 90 ° different from that in the first embodiment.
The friction material 1 is firmly attached to the face material 4 by using nails, screws, and an adhesive along the portion facing the pillar material 5. Further, the friction material 1 is provided with three insertion holes 14 penetrating in the finding direction at equal intervals, and an orthogonal portion 13 is inserted and adhered to each of the insertion holes 14. A bolt hole is provided in the center of the orthogonal portion 13 in the finding direction. A groove portion 11 extending in the prospective direction of the pillar member 5 is formed on the front surface surface of the friction material 1, and both sides of the groove portion 11 are holding portions 12. Both sandwiching portions 12 include orthogonal portions 13 separated by groove portions 11. Further, a plate material 2a is inserted into the groove portion 11.
The plate material 2a is integrated with the modified L-shaped material 24. The modified L-shaped member 24 is made of steel, has a refracting portion 24a further formed on the L-shaped member, and is provided with a plate material 2a extending from the refracting portion 24a. In the modified L-shaped member 24, one side 24b of the L-shape is fixed to the surface of the pillar member 5 on the face member 4 side by screwing. A refracting portion 24a is formed at the end of the other side 24c extending in parallel with the face material 4 from the pillar material 5, and the plate material 2a extending from the refracting portion 24a toward the face material 4 in the prospective direction is the friction material 1. It is inserted into the groove portion 11. The plate member 2a is formed with an elongated hole 21 extending in the longitudinal direction of the pillar member 5. Then, the fastener 3 composed of the three bolts 3 is inserted in the finding direction through the bolt hole of the orthogonal portion 13 and the elongated hole 21 of the plate material 2a, and is inserted in the finding direction by tightening the bolt 3. A pressing force is generated, and both holding portions 12 are urged in a direction approaching each other, and both holding portions 12 press the plate material 2a from both sides.

図35に示すのは、摩擦ダンパの第六実施形態を設けた壁面体であり、面材4と、軸組と、摩擦ダンパ100を備える。面材4は、木製で矩形の板材であり、軸組は、左右の柱材5,5と、上下の梁材8,8を四周枠組みして形成したものあって、軸組の内周側に面材4を取り付けてある。振動を減衰させるため、面材4の左辺と左側の柱材5の間および面材4の右辺と右側の柱材5の間には、摩擦ダンパ100をそれぞれ三つずつ、等間隔に取り付けてある。摩擦ダンパ100の取り付け方は、第一実施形態と同じであるが、第六実施形態では見付方向へ締付具3が挿入してあるため、圧締力の働く方向が第一実施形態とは90°異なる。 FIG. 35 shows a wall surface body provided with the sixth embodiment of the friction damper, which includes a face material 4, a framework, and a friction damper 100. The face material 4 is a wooden rectangular plate material, and the framework is formed by forming the left and right pillar members 5 and 5 and the upper and lower beam members 8 and 8 in a four-circumferential framework, and is formed on the inner peripheral side of the framework. The face material 4 is attached to. In order to attenuate the vibration, three friction dampers 100 are attached at equal intervals between the left side and the left side pillar 5 of the face material 4 and between the right side and the right side pillar 5 of the face material 4. be. The method of attaching the friction damper 100 is the same as that of the first embodiment, but in the sixth embodiment, since the fastener 3 is inserted in the finding direction, the direction in which the pressing force acts is the first embodiment. Is 90 ° different.

このように構成した摩擦ダンパの第六実施形態においては、振動により、面材4と柱材5が相対移動した際に、木製の摩擦材1と鋼製の板材2aの間に摩擦力が生じることで、振動を減衰させることが可能であり、第一実施形態と同様の効果が得られるほか、断熱材の施工が容易となる。また、第六実施形態の摩擦ダンパを適用させた壁面体は、高剛性で高い減衰性能を備える。 In the sixth embodiment of the friction damper configured as described above, when the face material 4 and the pillar material 5 move relative to each other due to vibration, a frictional force is generated between the wooden friction material 1 and the steel plate material 2a. As a result, the vibration can be damped, the same effect as that of the first embodiment can be obtained, and the construction of the heat insulating material becomes easy. Further, the wall surface body to which the friction damper of the sixth embodiment is applied has high rigidity and high damping performance.

第一実施形態~第五実施形態は、何れも柱が露出する真壁仕様の摩擦ダンパであったが、本発明の摩擦ダンパは柱が壁に隠される大壁仕様にも適用できる。変形L字形材24を用い大壁仕様とした摩擦ダンパの第七実施形態およびこの摩擦ダンパを設けた壁面体を、図36及び図37に示す。
この第七実施形態は、摩擦材1と、板材2aと、締付具3を備え、第六実施形態と同様に変形L字形材24を用いている。摩擦材1は、木製であって、断面矩形で柱材5の長手方向に延びるものであり、面材4の表側の面に裏側からビス打ちして固定してある。そして、摩擦材1の表側面には、柱材5の長手方向に延びる溝部11を形成してあり、溝部11の両側が挟持部12となっている。鋼製で柱材5の長手方向に延びる変形L字形材24は、一辺24bを柱材5にビス打ちして固定してある。また変形L字形材24は、柱材5から面材4と平行に延びる他辺24cの端部に屈折部24aを形成してあり、屈折部24aから面材4へ向かって見込方向に延びる板材2aが形成してある。板材2aは摩擦材1の溝部11へ挿入してあり、両挟持部12に挟まれている。さらに、板材2aには柱材5の長手方向に延びる長孔21を形成してある。そして、摩擦材1の両挟持部12には、板材2aの長孔21の位置に合わせて、見付方向に貫通する挿通孔14を形成してあり、その各挿通孔14に直交部13が挿入接着されている。直交部13の中心には見付方向にボルト孔が設けてある。ボルト3からなる締付具は、両挟持部12のボルト孔および板材2aの長孔21を貫通して、見付方向に挿入されており、ボルト3の締め付けにより見付方向に圧締力が発生し、両挟持部12が互いに近づく方向に付勢され、両挟持部12が板材2aを両側から押圧する。そして面材4は表側の面を柱材5の裏側の面に当接させ、外周部を裏側から釘打ちして固定してある。このように構成した摩擦ダンパの第七実施形態も高い剛性を有し、この摩擦ダンパ100を設けた壁面体は、高剛性で高い減衰性能を備える。このように、本発明の摩擦ダンパは、真壁形式の壁面体と大壁形式の壁面体の何れにも適用することができる。
In each of the first to fifth embodiments, the friction damper has a wall surface specification in which the pillar is exposed, but the friction damper of the present invention can also be applied to a large wall specification in which the pillar is hidden by the wall. 36 and 37 show a seventh embodiment of a friction damper having a large wall specification using the modified L-shaped member 24 and a wall surface body provided with the friction damper.
This seventh embodiment includes a friction material 1, a plate material 2a, and a fastener 3, and uses a modified L-shaped material 24 as in the sixth embodiment. The friction material 1 is made of wood, has a rectangular cross section, extends in the longitudinal direction of the pillar material 5, and is fixed to the front surface of the face material 4 by screwing from the back side. A groove portion 11 extending in the longitudinal direction of the pillar member 5 is formed on the front surface surface of the friction material 1, and both sides of the groove portion 11 are holding portions 12. The deformed L-shaped member 24 made of steel and extending in the longitudinal direction of the column member 5 has one side 24b fixed to the column member 5 by screwing. Further, the deformed L-shaped member 24 has a refracting portion 24a formed at the end of the other side 24c extending in parallel with the face material 4 from the pillar material 5, and is a plate material extending from the bending portion 24a toward the face material 4 in the prospective direction. 2a is formed. The plate material 2a is inserted into the groove portion 11 of the friction material 1 and is sandwiched between both holding portions 12. Further, the plate member 2a is formed with an elongated hole 21 extending in the longitudinal direction of the pillar member 5. An insertion hole 14 penetrating in the finding direction is formed in both holding portions 12 of the friction material 1 in accordance with the position of the elongated hole 21 of the plate material 2a, and the orthogonal portion 13 is formed in each of the insertion holes 14. It is inserted and glued. A bolt hole is provided in the center of the orthogonal portion 13 in the finding direction. The fastener made of the bolt 3 is inserted in the finding direction through the bolt hole of both holding portions 12 and the elongated hole 21 of the plate material 2a, and the tightening force is applied in the finding direction by tightening the bolt 3. It is generated, and both sandwiching portions 12 are urged in a direction approaching each other, and both sandwiching portions 12 press the plate material 2a from both sides. The front surface of the face material 4 is brought into contact with the back surface of the pillar material 5, and the outer peripheral portion is nailed from the back side to fix it. The seventh embodiment of the friction damper configured as described above also has high rigidity, and the wall surface body provided with the friction damper 100 has high rigidity and high damping performance. As described above, the friction damper of the present invention can be applied to both a wall surface of a true wall type and a wall surface of a large wall type.

本発明は、上記の実施形態に限定されず、その趣旨を逸脱しない範囲において適宜変更可能である。たとえば、直交材の形状は矩形や円形など、どのようなものであってもよい。さらに、第一実施形態及び第二実施形態において、L字形材の代わりにT字形材を用いてもよく、第六実施形態及び第七実施形態においても、変形L字形材の代わりに他の形状のものを用いて板材を構成してもよい。そして、その他各部材の形状は、上記の要件を満たすものである限り、どのようなものであってもよいし、各部材同士の接合には、ビスや釘のほか、接着剤などを用いてもよい。また、摩擦材に設ける挿通孔や締付具(ボルト)、壁面体に取り付ける摩擦ダンパの数は必要に応じて変更可能であって、特に限定されるものではない。 The present invention is not limited to the above embodiment, and can be appropriately modified without departing from the spirit of the present invention. For example, the shape of the orthogonal member may be any shape such as a rectangle or a circle. Further, in the first embodiment and the second embodiment, the T-shaped material may be used instead of the L-shaped material, and in the sixth embodiment and the seventh embodiment, other shapes are used instead of the modified L-shaped material. The plate material may be constructed by using one. The shape of each other member may be any shape as long as it satisfies the above requirements, and each member may be joined by using an adhesive or the like in addition to screws and nails. May be good. Further, the number of insertion holes and fasteners (bolts) provided in the friction material and the number of friction dampers attached to the wall surface can be changed as needed, and is not particularly limited.

1,1a,1b 摩擦材
2 板材
3,3a,3b,3c 締付具(ボルト)
4,4a 一方部材(面材)
5 他方部材(柱材)
5a 他方部材(面材)
11,41,51 溝部
12,42,52 挟持部
13,13a,15,15a,94b,95b,44 直交部
21,41,91a~95a 長孔
100 摩擦ダンパ
1,1a, 1b Friction material 2 Plate material 3,3a, 3b, 3c Tightening tool (bolt)
4,4a One side member (face material)
5 The other member (pillar material)
5a The other member (face material)
11, 41, 51 Grooves 12, 42, 52 Holding parts 13, 13a, 15, 15a, 94b, 95b, 44 Orthogonal parts 21, 41, 91a to 95a Long holes 100 Friction dampers

Claims (3)

所定方向に延びて対向し、振動により所定方向に相対移動する、一方部材と、他方部材の間に介在して、振動を減衰させるものであって、
摩擦材と、板材と、締付具を備え、
摩擦材が、木製で、一方部材と一体に、他方部材に対する対向部に沿って設けてあり、所定方向に延びる溝部を形成してあって、溝部の両側が挟持部になっており、両挟持部は木製の直交部を備え、
板材が、金属製で、他方部材と一体に、一方部材に対する対向部に沿って設けてあり、所定方向に延びる長孔を形成してあって、摩擦材の溝部に挿入されて両挟持部に挟まれており、
締付具が、一方部材と他方部材の対向部に沿って設けてあって、摩擦材の両挟持部と板材の長孔を貫通していて、両挟持部を互いに近づける方向に締め付けており、両挟持部が板材を両側から押圧し、
締付具による圧締力の働く方向と直交部の繊維方向が平行であり、
締付具による圧締力に直交して生じる摩擦力の働く方向と摩擦材の直交部以外の部分の繊維方向が平行であることを特徴とする摩擦ダンパ。
It extends in a predetermined direction, faces each other, and moves relative to each other in a predetermined direction due to vibration. It is interposed between one member and the other member to attenuate the vibration.
Equipped with friction material, plate material, and fasteners,
The friction material is made of wood and is provided integrally with one member along the portion facing the other member to form a groove portion extending in a predetermined direction, and both sides of the groove portion are sandwiching portions. The part is equipped with a wooden orthogonal part,
The plate material is made of metal and is provided integrally with the other member along the portion facing the one member to form an elongated hole extending in a predetermined direction, and is inserted into the groove portion of the friction material to be inserted into both holding portions. It is sandwiched and
A fastener is provided along the facing portion between the one member and the other member, penetrates both the holding portions of the friction material and the elongated hole of the plate material, and tightens both holding portions in a direction of approaching each other. Both holding parts press the plate material from both sides,
The direction in which the pressing force applied by the fastener works is parallel to the fiber direction at the orthogonal portion.
A friction damper characterized in that the direction in which the frictional force generated perpendicular to the pressing force of the fastener acts is parallel to the fiber direction in a portion other than the orthogonal portion of the friction material.
所定方向に延びて対向し、振動により所定方向に相対移動する、木製の一方部材と、他方部材の間に介在して、振動を減衰させるものであって、
二つの摩擦材と、締付具と、一方部材に形成した所定方向に延びる長孔を備え、
両摩擦材が、木製で、直交部を備え、他方部材と一体に、一方部材に対する対向部に沿って設けてあって、一方部材を挟んでおり、
締付具が、一方部材と他方部材の対向部に沿って設けてあって、両摩擦材と一方部材の長孔を貫通していて、両摩擦材を互いに近づける方向に締め付けており、両摩擦材が一方部材を両側から押圧し、
締付具による圧締力の働く方向と直交部の繊維方向が平行であり、
締付具による圧締力に直交して生じる摩擦力の働く方向と摩擦材の直交部以外の部分の繊維方向が平行であることを特徴とする摩擦ダンパ。
It extends in a predetermined direction, faces each other, and moves relative to each other in a predetermined direction by vibration. It is interposed between one wooden member and the other member to attenuate the vibration.
It has two friction materials, a fastener, and an elongated hole formed in one member that extends in a predetermined direction.
Both friction materials are made of wood, have orthogonal parts, are provided integrally with the other member along the portion facing the one member, and sandwich the one member.
A fastener is provided along the facing portion of one member and the other member, penetrates the long hole of both friction materials and one member, and tightens both friction materials in a direction to bring them closer to each other. The material presses one member from both sides,
The direction in which the pressing force applied by the fastener works is parallel to the fiber direction at the orthogonal portion.
A friction damper characterized in that the direction in which the frictional force generated perpendicular to the pressing force of the fastener acts is parallel to the fiber direction in a portion other than the orthogonal portion of the friction material.
所定方向に延びて対向し、振動により所定方向に相対移動する、一方部材及び他方部材の間に介在して、振動を減衰させるものであって、
板材と、固定具と、締付具を備え、
一方部材及び他方部材は、木製で、それぞれ所定方向に延びる溝部を形成してあって溝部の両側が挟持部になっており、互いに溝部の開口を対向させて配置され、
一方部材の両挟持部は木製の直交部を備え、
他方部材の両挟持部は固定孔を備え、
板材が、金属製で、所定方向に延びる長孔と、固定孔を形成してあり、長孔を一方部材側、固定孔を他方部材側として、一方部材及び他方部材に跨るように両溝部内に配置されてそれぞれの両挟持部に挟まれ、
固定具が、他方部材に設けてあって、他方部材の固定孔と板材の固定孔を貫通して固定しており、
締付具が、一方部材に設けてあって、一方部材の直交部と板材の長孔を貫通していて、両挟持部を互いに近づける方向に締め付けており、両挟持部が板材を両側から押圧し、
締付具による圧締力の働く方向と直交部の繊維方向は平行であることを特徴とする摩擦ダンパ。
It extends in a predetermined direction, faces each other, and moves relative to each other in a predetermined direction due to vibration. It is interposed between one member and the other member to attenuate the vibration.
Equipped with plate material, fixture, and fastener,
One member and the other member are made of wood, each of which forms a groove portion extending in a predetermined direction, and both sides of the groove portion are holding portions, and are arranged so that the openings of the groove portions face each other.
On the other hand, both sandwiching parts of the member are provided with wooden orthogonal parts,
On the other hand, both holding portions of the member are provided with fixing holes, and the holding portions are provided with fixing holes.
The plate material is made of metal and has a long hole extending in a predetermined direction and a fixing hole. The long hole is on one member side and the fixing hole is on the other member side. It is placed in and sandwiched between both holding parts,
A fixture is provided on the other member and is fixed by penetrating the fixing hole of the other member and the fixing hole of the plate material.
A fastener is provided on one member, penetrates the orthogonal portion of the one member and the elongated hole of the plate material, and tightens both sandwiching portions in a direction to bring them closer to each other, and both sandwiching portions press the plate material from both sides. death,
A friction damper characterized in that the direction in which the pressing force applied by the fastener acts is parallel to the fiber direction in the orthogonal portion.
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