JP2020090830A - Vibration control fitting and vibration control structure - Google Patents

Vibration control fitting and vibration control structure Download PDF

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JP2020090830A
JP2020090830A JP2018228053A JP2018228053A JP2020090830A JP 2020090830 A JP2020090830 A JP 2020090830A JP 2018228053 A JP2018228053 A JP 2018228053A JP 2018228053 A JP2018228053 A JP 2018228053A JP 2020090830 A JP2020090830 A JP 2020090830A
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fixing
plate
friction
pair
sandwiched
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JP6832019B2 (en
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一生 新熊
Kazuo Niikuma
一生 新熊
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RMA KK
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  • Vibration Dampers (AREA)
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Abstract

To provide a vibration control fitting which can be easily manufactured at low cost, easily mounted so as to configure a high-magnification bearing wall, and also have a vibration control function.SOLUTION: A vibration control fitting comprising a pair of fixing members to be fixed to a structural material of a house, a plate member sandwiched by the pair of fixing members, a friction member sandwiched by the fixing member and the plate member, a sliding plate sandwiched by the fixing member and the friction member, the fixing member having a substantially L-shaped cross section, the fixing member in contact with the structural material at one plane, other plane of the pair of fixing members sandwiching the plate member, the friction member and the sliding plate, the other planes of the fixing member having one side facing the one plane which includes a convex piece projectingly provided in parallel with the one plane; the plate member having a long hole; and a bolt to be inserted into a bolt hole provided on the other plane of the fixing member and the long hole of the plate member and a nut screwed to the bolt forming the pair of fixing members, the plate member, the sliding plate and the friction member integrally.SELECTED DRAWING: Figure 1

Description

本発明は、住宅において、柱や横架材等の構造材に取り付ける制振金物及び構造材で形成される枠体を用いた制振構造に関するものである。 BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a vibration damping metal member attached to a structural material such as a pillar or a horizontal member and a vibration damping structure using a frame body made of the structural material in a house.

住宅の制振部材として、柱や土台、梁等の横架材からなる枠体内に配置するものが知られている。
特に近年は、粘弾性ダンパーを用いるものが多くみられるようになっている。
BACKGROUND ART As a vibration damping member for a house, there is known a vibration damping member which is arranged in a frame made of a horizontal member such as a pillar, a base or a beam.
In particular, in recent years, a large number of viscoelastic dampers have been used.

特開2007−262707号公報JP 2007-262707 A

しかし、粘弾性ダンパーは機構が複雑であるため、粘弾性ダンパーを使用した制振部材は高価になってしまうという問題があった。
また、粘弾性ダンパーは耐震機能がないため、地震等によって柱や横架材に力が作用すると、柱や横架材が変位してしまい、作用する力が小さくても柱や横架材が変位し、枠体が変形してしまうという問題があった。
However, since the mechanism of the viscoelastic damper is complicated, there is a problem that the vibration damping member using the viscoelastic damper becomes expensive.
In addition, since viscoelastic dampers do not have a seismic resistance function, if a force acts on a column or horizontal member due to an earthquake or the like, the column or horizontal member will be displaced, and even if the force acting is small, the column or horizontal member will not move. There is a problem that the frame body is displaced and deformed.

本発明は、安価で容易に製造することができ、取り付けも簡単で高倍率の耐力壁を構成でき、且つ制振機能を併せもつ制振金物及び制振構造を提供することを目的とする。 SUMMARY OF THE INVENTION It is an object of the present invention to provide a vibration damping metal member and a vibration damping structure which can be inexpensively and easily manufactured, can be easily attached, can constitute a high-power bearing wall, and can also have a vibration damping function.

上記目的を達成するためになされた本願の第1発明は、住宅の構造材に固定する一対の固定材と、前記一対の固定材によって挟持するプレート材と、前記固定材と前記プレート材とによって挟持する摩擦材と、前記固定材と前記摩擦材とによって挟持するすべりプレートと、からなり、前記固定材は、断面略L字状を呈し、前記固定材は、一平面を前記構造材に当接し、一対の前記固定材の他平面において、前記プレート材、前記摩擦材および前記すべりプレートを挟持し、前記固定材の他平面のうち、前記一平面に対向する辺には、前記一平面と平行な凸片を突設し、前記プレート材は長孔を有し、前記固定材の他平面に設けたボルト孔と前記プレート材の長孔に挿通するボルトおよび該ボルトに螺合するナットによって前記一対の固定材、前記プレート材、前記すべりプレートおよび前記摩擦材を一体とすることを特徴とする、制振金物を提供する。
本願の第2発明は、住宅の構造材に、制振金物を取り付けて構成する制振構造であって、前記構造材は、平行する2本の柱と、前記2本の柱の上部に横架する梁と、前記2本の柱の下部に横架する土台と、からなり、前記制振金物は、いずれかの構造材に固定し、前記制振金物から、前記制振金物を固定した前記構造材に対向する前記構造材にかけて配置する2本の筋かいを有し、前記制振金物は、前記構造材に固定する一対の固定材と、前記一対の固定材によって挟持するプレート材と、前記固定材と前記プレート材とによって挟持する摩擦材と、前記固定材と前記摩擦材とによって挟持するすべりプレートと、からなり、前記プレート材は長孔を有し、前記固定材に設けたボルト孔および前記長孔に挿通するボルトおよび該ボルトに螺合するナットによって前記一対の固定材、前記プレート材、前記すべりプレートおよび前記摩擦材を一体とすることを特徴とする、制振構造を提供する。
本願の第3発明は、第2発明の制振構造において、前記筋かいが木製であることを特徴とする、制振構造を提供する。
The first invention of the present application made in order to achieve the above object includes a pair of fixing members fixed to a structural material of a house, a plate member sandwiched by the pair of fixing members, and the fixing member and the plate member. It comprises a friction material to be sandwiched and a slide plate to be sandwiched by the fixing material and the friction material. The fixing material has a substantially L-shaped cross-section, and the fixing material has one plane contacting the structural material. The plate material, the friction material, and the slide plate are sandwiched in contact with each other on the other plane of the fixing material, and among the other planes of the fixing material, the side opposite to the one plane includes the one plane. By projecting parallel convex pieces, the plate member has an elongated hole, and by a bolt hole provided on the other plane of the fixing member, a bolt inserted into the elongated hole of the plate member, and a nut screwed to the bolt. A vibration damping metal article, characterized in that the pair of fixing members, the plate member, the sliding plate and the friction member are integrated.
A second invention of the present application is a vibration damping structure in which a damping metal object is attached to a structural material of a house, wherein the structural material has two parallel columns and a horizontal portion above the two columns. It is composed of a beam to be hung and a foundation horizontally laid under the two pillars. The vibration damping metal member is fixed to any structural material, and the vibration damping metal member is fixed from the vibration damping metal member. The vibration damping metal object has a pair of fixing members fixed to the structural member, and a plate member sandwiched by the pair of fixing members. A friction member sandwiched between the fixing member and the plate member, and a slide plate sandwiched between the fixing member and the friction member, wherein the plate member has a long hole and is provided in the fixing member. A vibration damping structure, characterized in that the pair of fixing members, the plate member, the sliding plate, and the friction member are integrated by a bolt inserted into the bolt hole and the elongated hole and a nut screwed into the bolt. provide.
A third invention of the present application provides the vibration damping structure of the second invention, wherein the braces are made of wood.

本発明は、上記した課題を解決するための手段により、次のような効果の少なくとも一つを得ることができる。
(1)制振金物は、固定材によって長孔を設けたプレート材、摩擦材、および、すべりプレートを挟持するだけの構成であるため、容易に製造することができて、かつ、安価である。
(2)固定材に凸片を突設することにより、筋かいをプレート材に固定する際に凸片に当接してプレート材に対する筋かいの位置を容易に決めることができ、固定材となるビス等を打ち込む際にも筋かいがずれることがない。
(3)固定材と摩擦材との間にすべりプレートを配置するため、固定材が摩擦に関わらないので、固定材を安価で、固定に適した材質のものにすることができる。
(4)摩擦材と摩擦させるための金属は比較的高価であるが、すべりプレートを薄くすることにより安価に製造できる。
(5)すべりプレートの材質を変えるだけで、容易に摩擦材との組み合わせを変更することができる。
(6)すべりプレートの形状や大きさを自由に変えることで、容易に摩擦効果を変更できる。
(7)耐震機能と制振機能を併せ持つことで、住宅の損傷を抑制し高寿命化することができる。
The present invention can obtain at least one of the following effects by the means for solving the above problems.
(1) Since the vibration damping metal member has a configuration in which only a plate member having a long hole provided by a fixing member, a friction member, and a sliding plate are sandwiched, it can be easily manufactured and is inexpensive. ..
(2) By projecting the convex piece on the fixing member, when the braces are fixed to the plate member, the position of the bracing with respect to the plate member can be easily determined by contacting the convex piece, and the fixing member is obtained. Even when driving screws etc., the braces do not shift.
(3) Since the sliding plate is arranged between the fixing member and the friction member, the fixing member does not participate in friction, so that the fixing member can be inexpensive and suitable for fixing.
(4) Although the metal for rubbing against the friction material is relatively expensive, it can be manufactured at low cost by making the sliding plate thin.
(5) The combination with the friction material can be easily changed only by changing the material of the sliding plate.
(6) The friction effect can be easily changed by freely changing the shape and size of the sliding plate.
(7) By having both the earthquake resistance function and the vibration damping function, damage to the house can be suppressed and the life can be extended.

本発明の制振構造の説明図Explanatory drawing of the damping structure of the present invention 本発明の制振金物の分解斜視図Exploded perspective view of the vibration damping metal product of the present invention 本発明の制振金物の側面図Side view of the damping metal object of the present invention 本発明の制振構造における、筋かいおよび取付部材の説明図Explanatory drawing of a brace and a mounting member in the damping structure of the present invention 本発明の制振金物の変形の説明図(1)Explanatory drawing (1) of the deformation of the damping material of this invention 本発明の制振金物の変形の説明図(2)Explanatory drawing of deformation of the vibration damping metal article of the present invention (2) その他実施例に係る本発明の制振構造の説明図(1)Explanatory drawing of the damping structure of this invention which concerns on another Example (1) その他実施例に係る本発明の制振構造の説明図(2)Explanatory drawing of the damping structure of this invention which concerns on another Example (2)

以下、図面を参照しながら本発明の制振構造を詳細に説明する。 Hereinafter, the damping structure of the present invention will be described in detail with reference to the drawings.

[実施例1]
(1)制振構造
本発明の制振構造は、住宅の柱や横架材等の構造材からなる枠体に制振機能を付与したものである。
本発明の制振構造は、平行する2本の1a、1bと、柱1a、1bの上下に横架する梁2、土台3の各構造材によって構成される枠体に、制振金物4および筋かい5を組み合わせたものである(図1)。土台3上には床合板6を配置してもよい。
制振金物4は、柱1aの高さ方向の略中央に取り付ける。
[Example 1]
(1) Damping Structure The damping structure of the present invention is a structure in which a frame made of a structural material such as a pillar or a horizontal member of a house is provided with a damping function.
The vibration damping structure of the present invention includes a frame body composed of two parallel 1a and 1b, a beam 2 extending vertically above and below pillars 1a and 1b, and a base 3, and a damping metal member 4 and This is a combination of braces 5 (Fig. 1). A floor plywood 6 may be arranged on the base 3.
The damping hardware 4 is attached to the pillar 1a at substantially the center in the height direction.

(2)制振金物
制振金物4は、柱1aと接合する一対の固定材41、一対の固定材41によって挟持するプレート材42、固定材41とプレート材42との間に配置する摩擦材43、および、固定材41と摩擦材43との間に配置するすべりプレート44、からなる。(図2)
(2) Damping metal member The damping metal member 4 is composed of a pair of fixing members 41 joined to the pillar 1a, a plate member 42 sandwiched by the pair of fixing members 41, and a friction member arranged between the fixing member 41 and the plate member 42. 43 and a sliding plate 44 arranged between the fixing member 41 and the friction member 43. (Figure 2)

(2−1)固定材
固定材41は断面略L字状の鋼材からなる部材である。
固定材41は、L字の一辺を成す一平面にビス孔411を複数個設け、一平面の外側を柱1aに当接して、ビス等によって固定する(図3)。
そして、一対の固定材41のそれぞれの他平面の外側において、プレート材42、摩擦材43、およびすべりプレート44を挟持する。
固定材41の他平面にはボルト孔412を複数個設ける。また、他平面のうち、一平面に対向する辺には、一平面と平行な凸片413を突設する。
(2-1) Fixing Material The fixing material 41 is a member made of steel material having a substantially L-shaped cross section.
The fixing member 41 is provided with a plurality of screw holes 411 on one plane forming one side of the L-shape, and the outside of the one plane is brought into contact with the pillar 1a and fixed by screws or the like (FIG. 3).
Then, the plate member 42, the friction member 43, and the sliding plate 44 are sandwiched on the outer sides of the respective other planes of the pair of fixing members 41.
Plural bolt holes 412 are provided on the other plane of the fixing member 41. Further, among the other planes, a convex piece 413 parallel to the one plane is provided so as to project on a side facing the one plane.

(2−2)プレート材
プレート材42は鋼板からなる。
プレート材42は、挟持部421と筋かい取付部422と、からなる。
プレート材42は、挟持部421を固定材41で挟持した際に筋かい取付部422が固定材41から突出する。
挟持部421には、固定材41のボルト孔412に対応して長孔423を設ける。長孔423は、制振金物4を取り付けたときに構造材である柱1aと平行になるように縦方向に長い形状とする。
筋かい取付部422には、筋かいビス孔424を複数個設ける。
(2-2) Plate Material The plate material 42 is made of a steel plate.
The plate member 42 includes a sandwiching portion 421 and a bracing attachment portion 422.
In the plate material 42, the bracing attachment portions 422 protrude from the fixing material 41 when the holding portion 421 is held by the fixing material 41.
The holding portion 421 is provided with an elongated hole 423 corresponding to the bolt hole 412 of the fixing member 41. The long hole 423 has a shape that is long in the vertical direction so as to be parallel to the pillar 1a that is a structural material when the vibration damping metal member 4 is attached.
The brace attaching portion 422 is provided with a plurality of brace screw holes 424.

(2−3)摩擦材
摩擦材43はフェノール樹脂からなる。
摩擦材43は、すべりプレート44との摩擦抵抗により制振を行う。
摩擦材43はプレート材42とすべりプレート44との間に配置するが、プレート材42側の摩擦抵抗がすべりプレート44の摩擦抵抗より大きいため、摩擦材43はプレート材42とすべりプレート44の間に挟み込むだけで、プレート材42の変位に追従する。
このため、摩擦材43は接着する必要がなく、本発明の制振金物4は容易に製造することができる。
摩擦材43は、接着する必要がないため、形状や大きさを自由に変えることができる。
また、接着剤を使用しないことで、接着層の硬化による応力集中や剥がれなどによる強度不安がない。
ただし、摩擦材43とプレート材42は接着してもよい。
(2-3) Friction material The friction material 43 is made of phenol resin.
The friction material 43 suppresses vibration by frictional resistance with the slide plate 44.
The friction material 43 is arranged between the plate material 42 and the sliding plate 44, but since the friction resistance on the plate material 42 side is larger than the friction resistance of the sliding plate 44, the friction material 43 is placed between the plate material 42 and the sliding plate 44. The displacement of the plate member 42 can be tracked simply by sandwiching the plate member in between.
Therefore, it is not necessary to bond the friction material 43, and the damping metal article 4 of the present invention can be easily manufactured.
Since it is not necessary to bond the friction material 43, the shape and size can be freely changed.
Further, since no adhesive is used, there is no fear of strength due to stress concentration or peeling due to curing of the adhesive layer.
However, the friction material 43 and the plate material 42 may be bonded.

(2−4)すべりプレート
すべりプレート44はステンレスや亜鉛メッキ鋼板、ニッケルメッキ鋼板、アルミニウム等の、摩擦係数の低い材質からなる。
固定材41と摩擦材43との間にすべりプレート44を配置することにより、摩擦材43は、プレート材42とすべりプレート44により挟持されることとなり、固定材41は摩擦に関わらないので、安価で固定に適した材質にものにすることができる。また、すべりプレート44は固定材41より小さく薄くすることにより、安価に製造できる。
すべりプレート44には、固定材41のボルト孔412に対応するボルト孔441を設ける。
(2-4) Sliding plate The sliding plate 44 is made of a material having a low friction coefficient, such as stainless steel, a galvanized steel plate, a nickel plated steel plate, or aluminum.
By disposing the sliding plate 44 between the fixing member 41 and the friction member 43, the friction member 43 is sandwiched between the plate member 42 and the sliding plate 44, and the fixing member 41 does not participate in friction, so it is inexpensive. Can be made of a material suitable for fixing. Further, the sliding plate 44 can be manufactured at low cost by making it smaller and thinner than the fixing member 41.
The slide plate 44 is provided with bolt holes 441 corresponding to the bolt holes 412 of the fixing member 41.

(2−5)ボルトとナットによる挟持
固定材41とプレート材42との間に摩擦材43を配置するとともに、固定材41と摩擦材43との間にすべりプレート44を配置し、固定材41のボルト孔412とプレート材42の長孔423、すべりプレート44のボルト孔441を重ね合わせた状態で、一組の固定材41およびプレート材42を貫通するように、ボルト451を挿通してナット452を螺合して固定材41、プレート材42、摩擦材43、および、すべりプレート44を一体とする。
ナット452の締めつけにより、プレート材42、摩擦材43、および、すべりプレート44には、両側の固定材41による挟持力が作用する。制振金物4は、固定材41によってプレート材42、摩擦材43、および、すべりプレート44を挟持するだけの構成であるため、容易に製造することができて、かつ、安価である。
プレート材42の長孔423は縦方向に長い形状であり、ボルト451は長孔423に沿って本数を任意に選択できるため、必要な挟持力に合わせてボルト451の本数を選択することができる。
(2-5) Pinching by bolts and nuts The friction material 43 is arranged between the fixing member 41 and the plate member 42, and the sliding plate 44 is arranged between the fixing member 41 and the friction member 43. Bolt holes 412, the long holes 423 of the plate member 42, and the bolt holes 441 of the sliding plate 44 are overlapped with each other, and the bolts 451 are inserted through the nuts by inserting the bolts 451 so as to penetrate the set of fixing members 41 and the plate member 42. The fixing member 41, the plate member 42, the friction member 43, and the sliding plate 44 are integrated by screwing 452.
By tightening the nut 452, a clamping force by the fixing members 41 on both sides acts on the plate member 42, the friction member 43, and the sliding plate 44. Since the vibration damping metal member 4 has a configuration in which the plate member 42, the friction member 43, and the sliding plate 44 are only sandwiched by the fixing member 41, it can be easily manufactured and is inexpensive.
The long holes 423 of the plate member 42 have a shape that is long in the vertical direction, and the number of bolts 451 can be arbitrarily selected along the long holes 423. Therefore, the number of bolts 451 can be selected according to the required clamping force. ..

(3)筋かい
本発明の制振金物4は、固定材41を柱1aに取り付ける。そして、柱1aから、柱1bと梁2の接合部および柱1bと土台3上の床合板6との接合部にそれぞれ傾斜して配置する筋かい5をプレート材42に連結する。
筋かい5は断面角状の木材からなる。(図3)。
筋かい5は、プレート材42の筋かい取付部422の一方の面に側面を当接し、筋かい取付部422の他方の面から筋かいビス孔324にビス等を打ち込んで固定する。このとき、筋かい5の端面を固定材41の凸片413に当接することにより、プレート材42に対する筋かい5の位置を容易に決めることができ、ビス等を打ち込む際にも筋かい5がずれることがない。
筋かい5は、くの字状を呈するように上下に配置する(図1)。
筋かい5には、市販の木材を利用することができるため、非常に安価に制振構造を構築することができる。
(3) Brace The damping material 4 of the present invention has the fixing member 41 attached to the pillar 1a. Then, the braces 5 arranged to be inclined from the pillar 1 a to the joint portion of the pillar 1 b and the beam 2 and the joint portion of the pillar 1 b and the floor plywood 6 on the base 3 are connected to the plate member 42.
The braces 5 are made of wood having a square cross section. (Figure 3).
The brace 5 has a side surface abutting against one surface of the brace mounting portion 422 of the plate member 42, and is fixed by driving a screw or the like into the brace screw hole 324 from the other surface of the brace mounting portion 422. At this time, the position of the braces 5 with respect to the plate member 42 can be easily determined by abutting the end surface of the braces 5 on the convex piece 413 of the fixing member 41, and the braces 5 can be pushed even when driving a screw or the like. There is no deviation.
The braces 5 are arranged vertically so as to have a dogleg shape (FIG. 1).
Since commercially available wood can be used for the braces 5, a vibration damping structure can be constructed at a very low cost.

(4)取付部材
筋かい5の一方の端部は制振金物4のプレート42に固定し、他方の端部は取付部材7を介して枠体に取り付ける。
取付部材7は、平面状の横架材取付部71と、横架材取付部71と直交する平面状の柱取付部72と、横架材取付部71と柱取付部72と直交する平面状の連結面73と、からなる(図4)。
取付部材7は、横架材取付部71を梁2または床合板6に当接し、柱取付部72を柱2に当接して、ビス等により固定する。
そして、筋かい5は、取付部材7の連結面73に側面を当接し、ビス等により固定する。
(4) Attaching member One end of the braces 5 is fixed to the plate 42 of the vibration damping metal member 4, and the other end is attached to the frame through the attaching member 7.
The mounting member 7 includes a flat horizontal material mounting portion 71, a flat pillar mounting portion 72 orthogonal to the horizontal material mounting portion 71, and a flat surface orthogonal to the horizontal material mounting portion 71 and the pillar mounting portion 72. And a connecting surface 73 of (FIG. 4).
The attachment member 7 fixes the horizontal member attachment portion 71 to the beam 2 or the floor plywood 6 and the column attachment portion 72 to the column 2 and fixes them with screws or the like.
Then, the braces 5 are brought into contact with the side surface of the connecting surface 73 of the mounting member 7 and fixed by screws or the like.

(5)耐震機能
地震により住宅に力(例えば震度1〜4程度)が作用すると、柱1a、1bに傾きが生じる方向に力が働く。
本発明の制振構造は、取付部材7を介して筋かい5を取り付け、そして、取付部材7に取り付けた筋かい5の逆側の端部は制振金物4のプレート材42に取り付ける(図5(a)、図6(a))。
プレート材42は柱1aに取り付けた固定材41により挟持されており、ボルト451とナット452により締め付けられている。さらに、固定材41とプレート材42の間には摩擦材43とすべりプレート44を配置している。
このため、柱1a、1bは、取付部材7の剛性、ボルト451とナット452の締め付けによるプレート材42の挟持力、および、摩擦材13とすべりプレート42間の摩擦力により、筋かい5と柱1aの相対変位を抑止し、柱1aが傾く方向の力に抵抗し、耐震機能を発揮する。
ボルト451とナット452締め付け時のトルクを調整することにより、耐震機能も調整することができる。
(5) Seismic resistance function When a force (for example, a seismic intensity of about 1 to 4) acts on a house due to an earthquake, the force acts in a direction in which the columns 1a and 1b are tilted.
In the vibration damping structure of the present invention, the braces 5 are attached via the attachment members 7, and the opposite end of the braces 5 attached to the attachment members 7 is attached to the plate member 42 of the vibration damping hardware 4 (Fig. 5(a), FIG. 6(a)).
The plate member 42 is sandwiched by the fixing members 41 attached to the pillar 1 a, and is tightened by the bolt 451 and the nut 452. Further, a friction material 43 and a sliding plate 44 are arranged between the fixing material 41 and the plate material 42.
Therefore, the columns 1 a and 1 b are reinforced by the rigidity of the mounting member 7, the clamping force of the plate member 42 by the tightening of the bolt 451 and the nut 452, and the frictional force between the friction member 13 and the sliding plate 42. It suppresses the relative displacement of 1a, resists the force in the direction in which the pillar 1a tilts, and exerts a seismic function.
By adjusting the torque when tightening the bolt 451 and the nut 452, the seismic function can also be adjusted.

筋かい5は、端面を固定材41の凸片413に当接した状態で固定される(図3)。
柱1a、1bに傾きが生じると、柱1a、1bと筋かい5とが変位するが、このとき、筋かい5に柱1a方向の力(圧縮力)が作用すると、筋かい5は当接した凸片413により変位が抑制される。これにより、筋かい5に作用した力が面積を有する凸片413に分散され、筋かい5をプレート材42に固定するビス等の抜けや、筋かい5に固定材41が貫入してしまうのを防止できる。
The braces 5 are fixed with their end surfaces in contact with the convex pieces 413 of the fixing member 41 (FIG. 3).
When the columns 1a and 1b are tilted, the columns 1a and 1b and the braces 5 are displaced, but at this time, when a force (compressive force) in the direction of the columns 1a acts on the braces 5, the braces 5 come into contact with each other. The displacement is suppressed by the protruding piece 413. As a result, the force acting on the braces 5 is dispersed in the convex pieces 413 having an area, and the screws or the like for fixing the braces 5 to the plate member 42 are removed or the fixing member 41 penetrates into the braces 5. Can be prevented.

(6)制振機能
上記の耐震機能以上の力(例えば震度5以上の大地震)が作用し、柱1a、1bに傾きが生じると、柱1a、1bと筋かい5とが変位する。
筋かい5は取付部材7を介して柱1b、梁2、床合板5に取り付ける。取付部材7の横架材取付部71と柱取付部72は平面状であるため、筋かい5と柱1bや梁2、床合板5の間に作用する力は平面に分散される。これにより、筋かい5が柱1bや梁2、床合板5に食い込んで枠体が変形することを抑制でき、高い壁倍率を確保することができる。
筋かい5が変位すると、固定材41とプレート材42とが、プレート材42の長孔423方向に沿って相対的に変位する(図5(b)、図6(b))。
筋かい5はプレート材42に固定されているため、筋かい5とプレート材42は柱1a及び固定材41に対して平行に変位する。このとき、プレート材42とすべりプレート44の間に位置する摩擦材43は、摩擦抵抗の大きなプレート材42に追従し、すべりプレート44とプレート材42に追従する摩擦材43間の摩擦により、地震のエネルギーを熱エネルギーに変換し、制振を行う。
すべりプレート44の材質を変えるだけで、容易に摩擦材43との組み合わせを変更することで、摩擦による制振効果を変更することができる。
また、すべりプレート44の形状や大きさを自由に変えることで、容易に摩擦による制振効果を変更することができる。
筋かい5は、くの字状を呈するように配置することにより(図1)、上下の筋かい5にはそれぞれ圧縮力と引張力が交互に作用する。これにより、筋かい5の座屈が起こりにくく、効率の良い制振構造とすることができる。
(6) Vibration damping function When a force greater than the above-described seismic resistance function (for example, a large earthquake with a seismic intensity of 5 or more) acts and the columns 1a and 1b are tilted, the columns 1a and 1b and the braces 5 are displaced.
The brace 5 is attached to the pillar 1b, the beam 2, and the floor plywood 5 via the attachment member 7. Since the horizontal member attachment portion 71 and the column attachment portion 72 of the attachment member 7 are flat, the force acting between the braces 5, the pillar 1b, the beam 2, and the floor plywood 5 is dispersed in the plane. As a result, it is possible to prevent the braces 5 from biting into the pillars 1b, the beams 2, and the floor plywood 5 to deform the frame body, and to secure a high wall magnification.
When the braces 5 are displaced, the fixing material 41 and the plate material 42 are relatively displaced along the direction of the long hole 423 of the plate material 42 (FIGS. 5B and 6B ).
Since the braces 5 are fixed to the plate member 42, the braces 5 and the plate member 42 are displaced in parallel to the pillar 1 a and the fixing member 41. At this time, the friction material 43 located between the plate member 42 and the sliding plate 44 follows the plate member 42 having a large friction resistance, and the friction between the sliding plate 44 and the friction member 43 following the plate member 42 causes an earthquake. The energy of is converted into heat energy and vibration is controlled.
By simply changing the combination with the friction material 43 only by changing the material of the sliding plate 44, it is possible to change the vibration damping effect by friction.
Further, by freely changing the shape and size of the sliding plate 44, it is possible to easily change the vibration damping effect by friction.
By arranging the brace 5 so as to have a dogleg shape (FIG. 1), the compressive force and the tensile force alternately act on the upper and lower brace 5, respectively. As a result, buckling of the braces 5 is unlikely to occur, and an efficient vibration damping structure can be provided.

(7)耐震機能と制振機能の組み合わせ
上記のとおり、本発明の制振構造は、ボルト451とナット452の締め付けによるプレート材42の挟持力、および、摩擦材13とすべりプレート42間の摩擦力を越えない範囲の地震では耐震機能が働いて住宅の構造体の変位を抑制する。例えば震度1〜4程度の地震では住宅の構造体が変位することがないため、余震が繰り返されるような場合であっても、住宅や制振構造が損傷することがない。
また、ボルト451とナット452の締め付けによるプレート材42の挟持力、および、摩擦材13とすべりプレート42間の摩擦力を越えるような、例えば震度5以上の地震では、制振機能が働いて地震の揺れを低減し、住宅の倒壊を防止する。
このように、本発明の制振構造は、耐震機能と制振機能を併せ持つことで、住宅損傷を抑制し高寿命化することができる。
(7) Combination of seismic resistance function and vibration damping function As described above, the vibration damping structure of the present invention has the clamping force of the plate member 42 by tightening the bolt 451 and the nut 452, and the friction between the friction member 13 and the sliding plate 42. In an earthquake that does not exceed the force, the seismic function works to suppress displacement of the housing structure. For example, in an earthquake with a seismic intensity of about 1 to 4, the structure of the house will not be displaced, so even if the aftershocks are repeated, the house and the damping structure will not be damaged.
In addition, in the case of an earthquake with a seismic intensity of 5 or more, which exceeds the clamping force of the plate member 42 due to the tightening of the bolt 451 and the nut 452, and the frictional force between the friction member 13 and the sliding plate 42, the vibration control function works and the earthquake It reduces the shaking of the house and prevents the collapse of the house.
As described above, the vibration damping structure of the present invention has both a seismic resistance function and a vibration damping function, so that damage to a house can be suppressed and the life can be extended.

[その他実施例]
上記実施例においては、制振金物4を柱1aに取り付けて、筋かい5がくの字状を呈するように配置したが、柱1bにも制振金物4を取り付けて、筋かいがX字状を呈するように配置してもよい(図7)。
制振金物4および筋かい5をもう1セット配置することにより、より高い壁倍率を確保することができる。
また、制振金物4を梁2と床合板6(土台3)に取り付けて、筋かい5をダイヤ状にそれぞれの柱1a、1bの中央に傾斜して配置してもよい(図8)。
[Other Examples]
In the above-described embodiment, the vibration damping metal member 4 is attached to the pillar 1a and arranged so as to have the shape of the braces 5; however, the vibration damping metal member 4 is also attached to the pillar 1b to form the X-shaped braces. May be arranged so as to present (FIG. 7).
By arranging another set of the damping metal member 4 and the braces 5, a higher wall magnification can be secured.
Alternatively, the damping metal member 4 may be attached to the beam 2 and the floor plywood 6 (base 3), and the braces 5 may be arranged in a diamond shape inclining to the centers of the columns 1a and 1b (FIG. 8).

1 柱
2 梁
3 土台
4 制振金物
41 固定材
411 ビス孔
412 ボルト孔
413 凸片
42 プレート材
421 挟持部
422 筋かい取付部
423 長孔
424 筋かいビス孔
43 摩擦材
44 すべりプレート
441 ボルト孔
451 ボルト
452 ナット
5 筋かい
6 床合板
7 取付部材
71 横架材取付部
72 柱取付部
73 連結面
1 Pillar 2 Beam 3 Base 4 Damping material 41 Fixing material 411 Screw hole 412 Bolt hole 413 Convex piece 42 Plate material 421 Clamping portion 422 Bracing attachment portion 423 Long hole 424 Bracing screw hole 43 Friction material 44 Sliding plate 441 Bolt hole 451 Bolts 452 Nuts 5 Braces 6 Floor plywood 7 Mounting members 71 Horizontal frame mounting parts 72 Column mounting parts 73 Connecting surface

Claims (3)

住宅の構造材に固定する一対の固定材と、
前記一対の固定材によって挟持するプレート材と、
前記固定材と前記プレート材とによって挟持する摩擦材と、
前記固定材と前記摩擦材とによって挟持するすべりプレートと、からなり、
前記固定材は、断面略L字状を呈し、
前記固定材は、一平面を前記構造材に当接し、一対の前記固定材の他平面において、前記プレート材、前記摩擦材および前記すべりプレートを挟持し、
前記固定材の他平面のうち、前記一平面に対向する辺には、前記一平面と平行な凸片を突設し、
前記プレート材は長孔を有し、
前記固定材の他平面に設けたボルト孔と前記プレート材の長孔に挿通するボルトおよび該ボルトに螺合するナットによって前記一対の固定材、前記プレート材、前記すべりプレートおよび前記摩擦材を一体とすることを特徴とする、
制振金物。
A pair of fixing materials fixed to the structural material of the house,
A plate material sandwiched by the pair of fixing materials,
A friction material sandwiched between the fixing material and the plate material,
A sliding plate sandwiched by the fixing material and the friction material,
The fixing member has a substantially L-shaped cross section,
The fixing member abuts one surface against the structural member, and sandwiches the plate member, the friction member and the sliding plate on the other flat surface of the pair of fixing members,
Among the other planes of the fixing member, on a side facing the one plane, a protruding piece parallel to the one plane is provided in a protruding manner.
The plate material has a long hole,
The pair of fixing members, the plate member, the sliding plate, and the friction member are integrated by a bolt hole formed in the other plane of the fixing member, a bolt inserted into the long hole of the plate member, and a nut screwed with the bolt. Characterized in that,
Damping hardware.
住宅の構造材に、制振金物を取り付けて構成する制振構造であって、
前記構造材は、平行する2本の柱と、前記2本の柱の上部に横架する梁と、前記2本の柱の下部に横架する土台と、からなり、
前記制振金物は、いずれかの構造材に固定し、
前記制振金物から、前記制振金物を固定した前記構造材に対向する前記構造材にかけて配置する2本の筋かいを有し、
前記制振金物は、
前記構造材に固定する一対の固定材と、
前記一対の固定材によって挟持するプレート材と、
前記固定材と前記プレート材とによって挟持する摩擦材と、
前記固定材と前記摩擦材とによって挟持するすべりプレートと、からなり、
前記プレート材は長孔を有し、
前記固定材に設けたボルト孔および前記長孔に挿通するボルトおよび該ボルトに螺合するナットによって前記一対の固定材、前記プレート材、前記すべりプレートおよび前記摩擦材を一体とすることを特徴とする、制振構造。
A vibration damping structure in which vibration damping hardware is attached to the structural material of the house,
The structural member is composed of two parallel columns, a beam that horizontally extends above the two columns, and a base that horizontally extends below the two columns.
The damping metal fixture is fixed to one of the structural materials,
The structure has two braces arranged from the damping metal object to the structural material facing the structural material to which the damping metal material is fixed,
The damping material is
A pair of fixing members fixed to the structural member,
A plate material sandwiched by the pair of fixing materials,
A friction material sandwiched between the fixing material and the plate material,
A sliding plate sandwiched by the fixing material and the friction material,
The plate material has a long hole,
Characterized in that the pair of fixing members, the plate member, the sliding plate and the friction member are integrated by a bolt hole provided in the fixing member and a bolt inserted into the elongated hole and a nut screwed with the bolt. Vibration control structure.
請求項2に記載の制振構造において、
前記筋かいが木製であることを特徴とする、制振構造。
The damping structure according to claim 2,
A vibration damping structure characterized in that the braces are made of wood.
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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2022160147A (en) * 2021-04-06 2022-10-19 建二 金井 Damping structure

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2022160147A (en) * 2021-04-06 2022-10-19 建二 金井 Damping structure

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