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JP6204263B2 - Brace material - Google Patents

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JP6204263B2
JP6204263B2 JP2014103271A JP2014103271A JP6204263B2 JP 6204263 B2 JP6204263 B2 JP 6204263B2 JP 2014103271 A JP2014103271 A JP 2014103271A JP 2014103271 A JP2014103271 A JP 2014103271A JP 6204263 B2 JP6204263 B2 JP 6204263B2
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Prior art keywords
axial force
force member
longitudinal direction
stiffening tube
reinforcing
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JP2015218498A (en
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智裕 木下
智裕 木下
匠 石井
匠 石井
和明 宮川
和明 宮川
光寿 吉永
光寿 吉永
亘 喜多村
亘 喜多村
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JFE Steel Corp
JFE Civil Engineering and Construction Corp
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JFE Steel Corp
JFE Civil Engineering and Construction Corp
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Priority to JP2014103271A priority Critical patent/JP6204263B2/en
Application filed by JFE Steel Corp, JFE Civil Engineering and Construction Corp filed Critical JFE Steel Corp
Priority to CN201580025754.5A priority patent/CN106414871A/en
Priority to KR1020167031207A priority patent/KR20170007282A/en
Priority to KR1020197006754A priority patent/KR102025055B1/en
Priority to US15/310,631 priority patent/US20170081845A1/en
Priority to PCT/JP2015/002421 priority patent/WO2015177987A1/en
Priority to TW104115816A priority patent/TWI615535B/en
Publication of JP2015218498A publication Critical patent/JP2015218498A/en
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    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
    • E04H9/02—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
    • E04H9/021—Bearing, supporting or connecting constructions specially adapted for such buildings
    • E04H9/0237—Structural braces with damping devices
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
    • E04H9/02—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
    • E04H9/021—Bearing, supporting or connecting constructions specially adapted for such buildings
    • E04H9/0215—Bearing, supporting or connecting constructions specially adapted for such buildings involving active or passive dynamic mass damping systems
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/62—Insulation or other protection; Elements or use of specified material therefor
    • E04B1/92—Protection against other undesired influences or dangers
    • E04B1/98—Protection against other undesired influences or dangers against vibrations or shocks; against mechanical destruction, e.g. by air-raids
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00—Structural elongated elements designed for load-supporting
    • E04C3/30—Columns; Pillars; Struts
    • F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F16—ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
    • F16F—SPRINGS; SHOCK-ABSORBERS; MEANS FOR DAMPING VIBRATION
    • F16F1/00—Springs
    • F16F1/02—Springs made of steel or other material having low internal friction; Wound, torsion, leaf, cup, ring or the like springs, the material of the spring not being relevant
    • F16F1/025—Springs made of steel or other material having low internal friction; Wound, torsion, leaf, cup, ring or the like springs, the material of the spring not being relevant characterised by having a particular shape
    • F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F16—ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
    • F16F—SPRINGS; SHOCK-ABSORBERS; MEANS FOR DAMPING VIBRATION
    • F16F15/00—Suppression of vibrations in systems; Means or arrangements for avoiding or reducing out-of-balance forces, e.g. due to motion
    • F16F15/02—Suppression of vibrations of non-rotating, e.g. reciprocating systems; Suppression of vibrations of rotating systems by use of members not moving with the rotating systems
    • F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F16—ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
    • F16F—SPRINGS; SHOCK-ABSORBERS; MEANS FOR DAMPING VIBRATION
    • F16F7/00—Vibration-dampers; Shock-absorbers
    • F16F7/12—Vibration-dampers; Shock-absorbers using plastic deformation of members
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00—Structural elongated elements designed for load-supporting
    • E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C2003/026—Braces
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
    • E04H9/02—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
    • E04H9/028—Earthquake withstanding shelters
    • F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F16—ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
    • F16F—SPRINGS; SHOCK-ABSORBERS; MEANS FOR DAMPING VIBRATION
    • F16F2230/00—Purpose; Design features
    • F16F2230/0023—Purpose; Design features protective
    • F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F16—ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
    • F16F—SPRINGS; SHOCK-ABSORBERS; MEANS FOR DAMPING VIBRATION
    • F16F2230/00—Purpose; Design features
    • F16F2230/16—Purpose; Design features used in a strut, basically rigid
    • F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F16—ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
    • F16F—SPRINGS; SHOCK-ABSORBERS; MEANS FOR DAMPING VIBRATION
    • F16F2236/00—Mode of stressing of basic spring or damper elements or devices incorporating such elements
    • F16F2236/04—Compression
    • F16F2236/045—Compression the spring material being generally enclosed
    • F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F16—ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
    • F16F—SPRINGS; SHOCK-ABSORBERS; MEANS FOR DAMPING VIBRATION
    • F16F2238/00—Type of springs or dampers
    • F16F2238/04—Damper
    • F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F16—ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
    • F16F—SPRINGS; SHOCK-ABSORBERS; MEANS FOR DAMPING VIBRATION
    • F16F7/00—Vibration-dampers; Shock-absorbers
    • F16F7/12—Vibration-dampers; Shock-absorbers using plastic deformation of members
    • F16F7/125—Units with a telescopic-like action as one member moves into, or out of a second member

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • General Engineering & Computer Science (AREA)
  • Environmental & Geological Engineering (AREA)
  • Business, Economics & Management (AREA)
  • Emergency Management (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Acoustics & Sound (AREA)
  • Aviation & Aerospace Engineering (AREA)
  • Joining Of Building Structures In Genera (AREA)
  • Mutual Connection Of Rods And Tubes (AREA)
  • Buildings Adapted To Withstand Abnormal External Influences (AREA)
  • Vibration Prevention Devices (AREA)
  • Vibration Dampers (AREA)

Description

本発明はブレース材、地震発生時の地震エネルギーを吸収する軸力材と、これを補剛する補剛管とを具備するブレース材に関する。   The present invention relates to a brace material including a brace material, an axial force material that absorbs seismic energy when an earthquake occurs, and a stiffening tube that stiffens the material.

従来、建築構造物に設置され、地震発生に対処するためのブレース材は、地震エネルギーを吸収する軸力材と、軸力材の長手方向に圧縮力が作用したときに面外（長手方向に直角方向）の撓みを拘束する補剛材と、を具備し、圧縮軸力作用時にも軸力材の全体座屈の発生を防止ないしは発生時期を遅らせて、安定した軸方向変形を生じせしめて、地震エネルギーの吸収能力を大きくするようになっている。
そして、特許出願人は、軸力材と補剛材とを所定の形態に配置するための溶接作業や軸力材と補剛材との間にモルタルを詰める作業を排除して、容易に製造することができ、また、重量の増加を防止することができるブレース材を開示している（例えば、特許文献１参照）。 Conventionally, brace materials that are installed in building structures and cope with the occurrence of earthquakes are an axial force material that absorbs earthquake energy and an out-of-plane (longitudinal direction) when compressive force acts in the longitudinal direction of the axial force material. A stiffener that constrains the bending in the right-angle direction), and prevents the occurrence of overall buckling of the axial force member even when a compressive axial force is applied, or delays the generation time to cause stable axial deformation. The seismic energy absorption capacity has been increased.
The patent applicant can easily manufacture by eliminating the welding work to arrange the axial force material and the stiffener in a predetermined form and the work of filling the mortar between the axial force material and the stiffener. The brace material which can be made and can prevent the increase in weight is disclosed (for example, refer patent document 1).

特開２０１３−１１２９４９号公報（第４−５頁、図１）JP 2013-112949 A (page 4-5, FIG. 1)

前記特許文献１に開示されたブレース材は、補剛管を貫通する棒鋼からなる軸力材の両端に、それぞれクレビスがねじ接続されている。そして、補剛管および軸力材にそれぞれ螺合する止めリングを介して、補剛管の一方の端部は軸力材の一方の端部にねじ固定されている。一方、軸力材の他方の端部には、鋼管からなるスリーブがねじ固定され、スリーブは長手方向の略半分が補剛管内に侵入し、残りの略半分が補剛管から露出している。このとき、スリーブの外周と補剛管の内周との間に、所定の大きさの隙間が形成されている。したがって、かかるブレース材は、溶接作用をすることなく、軸力材を補剛管に対して所定の位置に配置することができ、また、軸力材と補剛材との間にモルタルを詰める作業を排除することができるという顕著な効果を奏する。   In the brace material disclosed in Patent Document 1, clevises are screwed to both ends of an axial force member made of steel bar that penetrates a stiffening tube. Then, one end portion of the stiffening tube is screwed to one end portion of the axial force member through a stop ring screwed to the stiffening tube and the axial force member. On the other hand, a sleeve made of a steel pipe is screwed to the other end portion of the axial force member, and about half of the longitudinal direction of the sleeve enters the stiffening pipe, and the other half is exposed from the stiffening pipe. . At this time, a gap of a predetermined size is formed between the outer periphery of the sleeve and the inner periphery of the stiffening tube. Therefore, this brace material can arrange | position an axial force material in a predetermined position with respect to a stiffening pipe | tube, without performing a welding effect | action, and stuffs mortar between an axial force material and a stiffening material. There is a remarkable effect that the work can be eliminated.

しかしながら、スリーブの肉厚は、補剛材の内径と軸力材の外径との差の半分よりも小さくする必要があり、一方、補剛材の内面は、補剛性能を発揮するために、軸力材の外面に近い位置にあることが好ましい。
このため、スリーブの肉厚には自ずと限界があり、かかる限界によって、スリーブの曲げ耐力が小さい場合には、スリーブの補剛管から露出している範囲に曲げによる降伏が生じるおそれがある。そうすると、補剛管の他方の端面と軸力材の他方の端部にねじ固定されたクレビスの端部との間は、補剛管がもともとなく、また、スリーブも降伏しているから、かかる間において、軸力材が座屈するおそれがあった。
そのため、スリーブに代わる機構によって曲げ耐力を高めた（大きい）ブレース材が要請されていた。 However, the wall thickness of the sleeve needs to be smaller than half the difference between the inner diameter of the stiffener and the outer diameter of the axial force member, while the inner surface of the stiffener has the capacity to exhibit the stiffening ability. It is preferable that it is in a position close to the outer surface of the axial force member.
For this reason, there is a limit to the wall thickness of the sleeve. If the bending resistance of the sleeve is small due to such a limit, yielding due to bending may occur in the range exposed from the stiffening tube of the sleeve. Then, since the stiffening tube is not originally formed between the other end face of the stiffening tube and the end of the clevis screwed to the other end of the axial force member, the sleeve also yields. In the meantime, the axial force member may be buckled.
Therefore, there has been a demand for a (large) brace material having an increased bending strength by a mechanism that replaces the sleeve.

本発明は上記要請に応えるものであって、曲げ耐力の高い（大きい）ブレース材を提供することを目的とする。   The present invention meets the above-described needs, and an object thereof is to provide a brace material having a high bending strength (large).

（１）本発明に係るブレース材は、軸力材と、
前記軸力材が貫通し、前記軸力材の面外変形を拘束するための補剛管と、
前記軸力材の長手方向の一方の端部および前記補剛管の長手方向の一方の端部が設置された口金と、
前記軸力材および前記補剛管とは反対の方向に突出するように前記口金に設置され、建築構造物に設置するための継手となる口金クレビスと、
前記軸力材の長手方向の他方の端部が設置された補強材と、
前記軸力材とは反対の方向に突出するように前記補強材に設置され、建築構造物に設置するための継手となる補強材クレビスと、
を有し、
前記補強材は、前記補剛管の長手方向の他方の端面から所定の範囲を包囲し、
前記補剛管は、
前記補強材から前記軸力材が突出している方向について、前記補強材に挿抜自在に侵入していることを特徴とする。 (1) A brace material according to the present invention includes an axial force material,
A stiffening tube through which the axial force member penetrates to restrain out-of-plane deformation of the axial force member;
A base in which one end in the longitudinal direction of the axial force member and one end in the longitudinal direction of the stiffening tube are installed;
A base clevis that is installed in the base so as to protrude in a direction opposite to the axial force member and the stiffening pipe, and serves as a joint for installation in a building structure;
A reinforcing member on which the other end of the axial force member in the longitudinal direction is installed;
A reinforcing material clevis that is installed in the reinforcing material so as to protrude in a direction opposite to the axial force material, and serves as a joint for installation in a building structure;
Have
The reinforcing material surrounds a predetermined range from the other end surface in the longitudinal direction of the stiffening tube ,
The stiffening tube is
In the direction in which the axial force member protrudes from the reinforcing material, the reinforcing material penetrates into the reinforcing material so as to be freely inserted and extracted .

（２）また、軸力材と、
前記軸力材が貫通し、前記軸力材の面外変形を拘束するための補剛管と、
前記軸力材の長手方向の両端にそれぞれ設置された補強材と、
前記軸力材とは反対の方向に突出するように前記補強材のそれぞれに設置され、建築構造物に設置するための継手となるクレビスと、
を有し、
前記補強材はそれぞれ、前記補剛管の長手方向の端部から所定の範囲を包囲し、
前記補剛管は、
前記補強材から前記軸力材が突出している方向について、前記補強材に挿抜自在に侵入していることを特徴とする。
（３）さらに、前記（１）または（２）において、前記補強材の前記補剛管を包囲する範囲の内径は、長手方向で一定で、当該範囲の外径は、前記補剛管の長手方向の中央に近づくほど小さくなることを特徴とする。
（４）また、本発明に係るブレース材は、軸力材と、
前記軸力材が貫通し、前記軸力材の面外変形を拘束するための補剛管と、
前記軸力材の長手方向の一方の端部および前記補剛管の長手方向の一方の端部が設置された口金と、
前記軸力材および前記補剛管とは反対の方向に突出するように前記口金に設置され、建築構造物に設置するための継手となる口金クレビスと、
前記軸力材の長手方向の他方の端部が設置された補強材と、
前記軸力材とは反対の方向に突出するように前記補強材に設置され、建築構造物に設置するための継手となる補強材クレビスと、
を有し、
前記補強材は、前記補剛管の長手方向の他方の端面から所定の範囲を包囲し、前記補剛管を包囲する範囲の内径は、長手方向で一定であることを特徴とする。
（５）また、本発明に係るブレース材は、軸力材と、
前記軸力材が貫通し、前記軸力材の面外変形を拘束するための補剛管と、
前記軸力材の長手方向の両端にそれぞれ設置された補強材と、
前記軸力材とは反対の方向に突出するように前記補強材のそれぞれに設置され、建築構造物に設置するための継手となるクレビスと、
を有し、
前記補強材はそれぞれ、
前記補剛管の長手方向の端部から所定の範囲を包囲し、前記補剛管を包囲する範囲の内径は、長手方向で一定であることを特徴とする。 (2) Also, axial force material,
A stiffening tube through which the axial force member penetrates to restrain out-of-plane deformation of the axial force member;
Reinforcing materials respectively installed at both ends in the longitudinal direction of the axial force member;
A clevis that is installed on each of the reinforcing members so as to protrude in a direction opposite to the axial force member, and serves as a joint for installation in a building structure,
Have
Each of the reinforcing members surrounds a predetermined range from the longitudinal end of the stiffening tube ,
The stiffening tube is
In the direction in which the axial force member protrudes from the reinforcing material, the reinforcing material penetrates into the reinforcing material so as to be freely inserted and extracted .
(3) Furthermore, in (1) or (2), the inner diameter of the reinforcing material surrounding the stiffening tube is constant in the longitudinal direction, and the outer diameter of the range is the length of the stiffening tube. It is characterized by becoming smaller as it approaches the center of the direction.
(4) The brace material according to the present invention includes an axial force material,
A stiffening tube through which the axial force member penetrates to restrain out-of-plane deformation of the axial force member;
A base in which one end in the longitudinal direction of the axial force member and one end in the longitudinal direction of the stiffening tube are installed;
A base clevis that is installed in the base so as to protrude in a direction opposite to the axial force member and the stiffening pipe, and serves as a joint for installation in a building structure;
A reinforcing member on which the other end of the axial force member in the longitudinal direction is installed;
A reinforcing material clevis that is installed in the reinforcing material so as to protrude in a direction opposite to the axial force material, and serves as a joint for installation in a building structure;
Have
The reinforcing material surrounds a predetermined range from the other end surface in the longitudinal direction of the stiffening tube, and an inner diameter of the range surrounding the stiffening tube is constant in the longitudinal direction.
(5) Moreover, the brace material according to the present invention includes an axial force material,
A stiffening tube through which the axial force member penetrates to restrain out-of-plane deformation of the axial force member;
Reinforcing materials respectively installed at both ends in the longitudinal direction of the axial force member;
A clevis that is installed on each of the reinforcing members so as to protrude in a direction opposite to the axial force member, and serves as a joint for installation in a building structure,
Have
Each of the reinforcements is
A predetermined range is surrounded from the longitudinal end of the stiffening tube, and an inner diameter of the range surrounding the stiffening tube is constant in the longitudinal direction.

（ｉ）本発明に係るブレース材は、補剛管の長手方向の一方の端部が口金に設置され、補剛管の長手方向の他方の端面から所定の範囲が、補強材によって包囲されている。すなわち、補強材は補剛管の外周を包囲するもので、その厚さが制限されるものでないから、従来のスリーブ（軸力材と補剛管との隙間に配置される）に比較して、外径（内径も同じ）および肉厚を大きくすることができるため、剛性を高めることが可能になる。
このとき、補剛管の長手方向の他方の端面から所定の範囲は、剛性の高い補強材によって、変形が拘束されるため、軸力材の座屈の発生が抑えられることから、曲げ耐力の高い（大きい）ブレース材になっている。
（ｉｉ）また、補剛管の長手方向の両方の端部から所定の範囲が、それぞれ補強材によって包囲されている場合には、前記効果が得られると共に、口金が不要になることによって、部品の種類を減らすことができ、製造コストや在庫コストを抑えることができる。
（ｉｉｉ）さらに、補強材の外径は先端に向かって（補剛管の長手方向の中央に近づくほど）、小さくなるから、長手方向の各位置における強度を確保した上で、軽量化の促進および意匠性の向上を図ることができる。 (I) In the brace material according to the present invention, one end portion in the longitudinal direction of the stiffening tube is installed in the base, and a predetermined range from the other end surface in the longitudinal direction of the stiffening tube is surrounded by the reinforcing material. Yes. In other words, the reinforcing material surrounds the outer periphery of the stiffening tube, and its thickness is not limited. Compared to a conventional sleeve (arranged between the axial force member and the stiffening tube). Since the outer diameter (the inner diameter is the same) and the wall thickness can be increased, the rigidity can be increased.
At this time, the predetermined range from the other end face in the longitudinal direction of the stiffening tube is restrained from being deformed by a stiff reinforcing material, so that the occurrence of buckling of the axial force material is suppressed, so that the bending strength is reduced. It is a high (large) brace material.
(Ii) In addition, when a predetermined range from both ends in the longitudinal direction of the stiffening tube is surrounded by the reinforcing material, the above-described effect can be obtained, and the base is not necessary, The number of types can be reduced, and manufacturing costs and inventory costs can be suppressed.
(Iii) Furthermore, since the outer diameter of the reinforcing material becomes smaller toward the tip (approaching the center in the longitudinal direction of the stiffening tube), the weight reduction is promoted while ensuring the strength at each position in the longitudinal direction. In addition, the design can be improved.

本発明の実施の形態１に係るブレース材を説明する、（ａ）は側面図、（ｂ）は主要部の側面視の断面図。The brace material which concerns on Embodiment 1 of this invention is demonstrated, (a) is a side view, (b) is sectional drawing of the side view of the principal part. 本発明の実施の形態１に係るブレース材の性能を確認するための載荷試験に供する試験体を説明するものであって、各部の長さを定義する側面視の断面図。Sectional drawing of the side view which demonstrates the test body used for the loading test for confirming the performance of the brace material which concerns on Embodiment 1 of this invention, and defines the length of each part. 比較材としての従来のブレース材の性能を確認するための載荷試験に供する試験体を説明するものであって、各部の長さを定義する側面視の断面図。Sectional drawing of the side view which describes the test body used for the loading test for confirming the performance of the conventional brace material as a comparison material, and defines the length of each part. 本発明の実施の形態１に係るブレース材の性能を確認するための載荷試験の結果を示す荷重−歪線図であって、（ａ）は試験体Ｎｏ．１、（ｂ）は試験体Ｎｏ．２。FIG. 2 is a load-strain diagram showing the result of a loading test for confirming the performance of the brace material according to Embodiment 1 of the present invention. 1 and (b) are specimen Nos. 2. 比較材としての従来のブレース材の性能を確認するための載荷試験の結果を示す荷重−歪線図。The load-strain diagram which shows the result of the loading test for confirming the performance of the conventional brace material as a comparison material. 本発明の実施の形態２に係るブレース材を説明するものであって、（ａ）は側面図、（ｂ）は主要部の側面視の断面図。The brace material which concerns on Embodiment 2 of this invention is demonstrated, Comprising: (a) is a side view, (b) is sectional drawing of the side view of the principal part. 本発明の実施の形態３に係るブレース材を説明するものであって、（ａ）は側面図、（ｂ）は主要部の側面視の断面図。The brace material which concerns on Embodiment 3 of this invention is demonstrated, Comprising: (a) is a side view, (b) is sectional drawing of the side view of the principal part.

［実施の形態１］
図１は本発明の実施の形態１に係るブレース材を説明するものであって、（ａ）は側面図、（ｂ）は主要部の側面視の断面図である。なお、各図は模式的に示すものであって、各部材の相対的な大きさや板厚等は図示する寸法に限定されるものではない。なお、図１における左側を「長手方向の一方」と、右側を「長手方向の他方」と称す。
図１において、ブレース材１００は、軸力材１０と、軸力材１０が貫通し、軸力材１０を包囲して軸力材１０の面外変形を拘束するための補剛管２０と、軸力材１０の長手方向の一方の端部１１ａおよび補剛管２０の長手方向の一方の端部２１ａが設置された口金３０と、軸力材１０および補剛管２０とは反対の方向に突出するように口金３０に設置され、建築構造物（図示しない）に設置するための継手となる口金クレビス４０と、軸力材１０の長手方向の他方の端部１１ｂが設置された補強材５０と、軸力材１０とは反対の方向に突出するように補強材５０に設置され、建築構造物（図示しない）に設置するための継手となる補強材クレビス６０と、を有している。 [Embodiment 1]
1A and 1B illustrate a brace material according to Embodiment 1 of the present invention, in which FIG. 1A is a side view and FIG. 1B is a cross-sectional view of a main part in a side view. Each figure is shown schematically, and the relative size and thickness of each member are not limited to the illustrated dimensions. The left side in FIG. 1 is referred to as “one in the longitudinal direction” and the right side is referred to as “the other in the longitudinal direction”.
In FIG. 1, a brace material 100 includes an axial force member 10, a stiffening tube 20 through which the axial force member 10 penetrates and surrounds the axial force member 10 to constrain out-of-plane deformation of the axial force member 10, The base 30 in which one end portion 11a in the longitudinal direction of the axial force member 10 and one end portion 21a in the longitudinal direction of the stiffening tube 20 are installed is opposite to the axial force member 10 and the stiffening tube 20 in the opposite direction. A base clevis 40 that is installed on the base 30 so as to protrude and serves as a joint for installation on a building structure (not shown), and a reinforcing member 50 on which the other end 11b in the longitudinal direction of the axial force member 10 is installed. And a reinforcing material clevis 60 that is installed on the reinforcing material 50 so as to protrude in a direction opposite to the axial force material 10 and serves as a joint for installation on a building structure (not shown).

（軸力材）
軸力材１０は長尺材であって、断面円形の鉄鋼製の棒材である。そして、長手方向の一方の端部１１ａに雄ネジ１２ａが形成され、長手方向の他方の端部１１ｂに雄ネジ１２ｂが形成されている。なお、説明の便宜上、断面円形の鉄鋼製の棒材である軸力材１０を示しているが、鋼管や、平板を断面十字に接合したもの等、その断面形状は限定されるものではない。
なお、軸力材１０を塑性変形可能な材料によって形成すると、より高い効果が得られる。また、軸力材１０の外周面と補剛管２０の内周面とが摺動する際の異音の発生、および摩擦による軸力の過大な上昇を防止するため、軸力材１０の外周面、例えば合成樹脂製のライナー材を設置してもよい。 (Axial force material)
The axial force member 10 is a long member and is a steel rod having a circular cross section. A male screw 12a is formed at one end 11a in the longitudinal direction, and a male screw 12b is formed at the other end 11b in the longitudinal direction. For the convenience of explanation, the axial force member 10 which is a steel rod having a circular cross section is shown, but the cross sectional shape thereof is not limited, such as a steel pipe or a flat plate joined in a cross shape.
If the axial force member 10 is made of a plastically deformable material, a higher effect can be obtained. Further, in order to prevent the generation of noise when the outer peripheral surface of the axial force member 10 and the inner peripheral surface of the stiffening tube 20 slide, and the excessive increase of the axial force due to friction, the outer periphery of the axial force member 10 is prevented. For example, a liner material made of synthetic resin may be provided.

（補剛管）
補剛管２０は、軸力材１０よりも短い、断面円形の鋼管であって、長手方向の一方の端部２１ａに雄ネジ２２ａが形成されている（長手方向の他方の端部２１ｂに雄ネジ等が形成されていない）。
なお、補剛管２０の断面形状を四角形にしてもよい。 (Stiffening tube)
The stiffening tube 20 is a steel tube having a circular cross section that is shorter than the axial force member 10, and has a male screw 22a formed at one end portion 21a in the longitudinal direction (a male thread at the other end portion 21b in the longitudinal direction). Screws are not formed).
Note that the cross-sectional shape of the stiffening tube 20 may be a square.

（口金）
口金３０は、高さの低い円筒部３３を有し、同心状に、一方の端面３０ａに雌ネジ３４が、他方の端面３０ｂに雌ネジ３２が、中心を貫通する形態で雌ネジ３１がそれぞれ形成されている。
そして、雌ネジ３１には軸力材１０の雄ネジ１２ａが螺合し、雌ネジ３２には補剛管２０の雄ネジ２２ａが螺合し、雌ネジ３４には口金クレビス４０の雄ネジ４３（これについては後記する）が螺合している。
また、外周の他方の端面３０ｂに近い範囲に、他方の端面３０ｂに向かって外径が小さくなるテーパー部３０ｃが形成されているが、テーパー部３０ｃの形成を省略して、一方の端面３０ａと同様に、角部を面取りするだけでもよい。 (Base)
The base 30 has a cylindrical portion 33 with a low height, and is concentrically provided with a female screw 34 on one end surface 30a, a female screw 32 on the other end surface 30b, and a female screw 31 in a form penetrating the center. Is formed.
The male screw 12 a of the axial force member 10 is screwed into the female screw 31, the male screw 22 a of the stiffening tube 20 is screwed into the female screw 32, and the male screw 43 of the cap clevis 40 is joined to the female screw 34. (This will be described later).
Further, a tapered portion 30c whose outer diameter decreases toward the other end surface 30b is formed in a range close to the other end surface 30b on the outer periphery, but the formation of the tapered portion 30c is omitted, and the one end surface 30a Similarly, the corners may be simply chamfered.

（口金クレビス）
口金クレビス４０は、建築構造物（図示しない）に設置するための継手として機能するものであって、円盤状部分４１と、円盤状部分４１の一方の端面に設置された板状部分４２と、板状部分４２を貫通する取付用孔４４と、円盤状部分４１の外周に形成された雄ネジ４３とを有している。このとき、取付用孔４４の中心線と雄ネジ４３の中心線とは直角に交差している（幾何学的に正確に交差する意味ではなく、工業的に交差している）。
なお、以上は、口金３０と口金クレビス４０とがそれぞれ別個に製造され、両者がネジ接続によって一体化しているが、本発明はこれに限定するものではなく、両者が焼き嵌め等の機械的な接合や溶接等の冶金的な接合によって一体化されても、あるいは、両者が鋳造等によって当初から一体的に製造されてもよい。 (Base clevis)
The base clevis 40 functions as a joint for installation in a building structure (not shown), and includes a disk-shaped portion 41, a plate-shaped portion 42 installed on one end face of the disk-shaped portion 41, A mounting hole 44 penetrating the plate-like portion 42 and a male screw 43 formed on the outer periphery of the disc-like portion 41 are provided. At this time, the center line of the mounting hole 44 and the center line of the male screw 43 intersect at a right angle (not in the sense of accurately geometrically intersecting but industrially intersecting).
In the above, the base 30 and the base clevis 40 are manufactured separately, and both are integrated by screw connection. However, the present invention is not limited to this, and both are mechanically fitted by shrink fitting or the like. They may be integrated by metallurgical bonding such as bonding or welding, or both may be integrally manufactured from the beginning by casting or the like.

（補強材）
補強材５０は、筒状部５２と円盤状部分５５とを有し、円盤状部分５５の他方の端面５０ｂに雌ネジ５６が形成され、中心を貫通する形態で雌ネジ５１がそれぞれ形成されている。
そして、雌ネジ５１には軸力材１０の雄ネジ１２ｂが螺合し、雌ネジ５６には補強材クレビス６０の雄ネジ６５（これについては後記する）が螺合している。
さらに、筒状部５２の内径は長手方向で一定で、筒状部５２の中心軸、雌ネジ５１の中心軸および雌ネジ５６の中心軸は一致し、筒状部５２は、補剛管２０の長手方向の他方の端部２１ｂ（端面２０ｂから所定の距離の範囲）を包囲している（筒状部５２に、補剛管２０の長手方向の他方の端面２０ｂから所定の距離の範囲が侵入している）。
また、筒状部５２の外面には、外径が長手方向の一方の端面（先端に同じ）５０ａに近づくほど小さくなるテーパー部５０ｃが形成されている。このため、補剛管２０を滑らかに補強している印象を与えるから、意匠性が向上している。 (Reinforcing material)
The reinforcing member 50 has a cylindrical portion 52 and a disk-shaped portion 55, a female screw 56 is formed on the other end surface 50 b of the disk-shaped portion 55, and a female screw 51 is formed in a form penetrating the center. Yes.
The male screw 12b of the axial force member 10 is screwed to the female screw 51, and the male screw 65 (described later) of the reinforcing material clevis 60 is screwed to the female screw 56.
Further, the inner diameter of the cylindrical portion 52 is constant in the longitudinal direction, the central axis of the cylindrical portion 52, the central axis of the female screw 51, and the central axis of the female screw 56 are coincident with each other. The other end portion 21b in the longitudinal direction (range of a predetermined distance from the end surface 20b) is surrounded (the cylindrical portion 52 has a range of a predetermined distance from the other end surface 20b in the longitudinal direction of the stiffening tube 20). Invaded).
In addition, a tapered portion 50c is formed on the outer surface of the cylindrical portion 52. The tapered portion 50c decreases as the outer diameter approaches one end surface (same as the tip) 50a in the longitudinal direction. For this reason, since the impression which reinforces the stiffening pipe | tube 20 smoothly is given, the design property is improving.

（補強材クレビス）
補強材クレビス６０は、口金クレビス４０に同じであって、建築構造物（図示しない）に設置するための継手として機能するものであって、円盤状部分６１と、円盤状部分６１の一方の端面に設置された板状部分６２と、板状部分６２を貫通する取付用孔６６と、円盤状部分６１の外周に形成された雄ネジ６５とを有している。このとき、取付用孔６６の中心線と雄ネジ６５の中心線とは直角に交差している（幾何学的に正確に交差する意味ではなく、工業的な精度で交差している）。
なお、補強材クレビス６０は、口金クレビス４０と同じ形状である。
なお、以上は、補強材５０と補強材クレビス６０とがそれぞれ別個に製造され、両者がネジ接続によって一体化しているが、本発明はこれに限定するものではなく、両者が焼き嵌め等の機械的な接合や溶接等の冶金的な接合によって一体化されても、あるいは、両者が鋳造等によって当初から一体的に製造されてもよい。 (Reinforcing material clevis)
The reinforcing material clevis 60 is the same as the cap clevis 40 and functions as a joint for installation in a building structure (not shown). The disc-shaped portion 61 and one end surface of the disc-shaped portion 61 A plate-like portion 62, a mounting hole 66 penetrating the plate-like portion 62, and a male screw 65 formed on the outer periphery of the disc-like portion 61. At this time, the center line of the mounting hole 66 and the center line of the male screw 65 intersect at a right angle (does not intersect geometrically exactly, but intersects with industrial accuracy).
The reinforcing material clevis 60 has the same shape as the base clevis 40.
In the above description, the reinforcing member 50 and the reinforcing member clevis 60 are manufactured separately, and both are integrated by screw connection. However, the present invention is not limited to this, and both of them are shrink-fitted machines. They may be integrated by metallurgical bonding such as general bonding or welding, or both may be integrally manufactured from the beginning by casting or the like.

（作用効果）
ブレース材１００は、補剛管２０の長手方向の一方の端部２１ａが口金３０に設置され、補剛管２０の長手方向の他方の端面２０ｂから所定の範囲が、補強材５０の筒状部５２によって包囲されている。すなわち、筒状部５２は補剛管２０の外周を包囲するもので、その厚さが制限されるものでないから、従来のスリーブ（軸力材と補剛管との隙間に配置される）に比較して、外径（内径も同じ）および肉厚を大きくすることができるため、剛性を高めることが可能になる。
そうすると、補剛管２０の長手方向の他方の端面２０ｂから所定の範囲は、剛性の高い補強材５０の筒状部５２によって、変形が拘束されるため、軸力材１０の座屈の発生が抑えられる（これについては別途詳細に説明する）。
また、補強材５０の外径は長手方向の一方の端面５０ａ（先端）に向かって（補剛管２０の長手方向の中央に近づくほど）、小さくなるから、長手方向の各位置における強度を確保した上で、軽量化の促進および意匠性の向上を図ることができる。
また、軸力材１０の両端はそれぞれ口金３０および補強材５０にネジ接続されているから、それぞれのネジを逆方向にする（例えば、雄ネジ１２ａおよび雌ネジ３１を右ネジにして、雄ネジ１２ｂおよび雌ネジ５１を左ネジにする）ことによって、取付用孔４４と取付用孔６６との距離を調整することができるから、ブレース材１００の設置が容易になる。 (Function and effect)
In the brace material 100, one end portion 21 a in the longitudinal direction of the stiffening tube 20 is installed in the base 30, and a predetermined range from the other end surface 20 b in the longitudinal direction of the stiffening tube 20 is a cylindrical portion of the reinforcing material 50. Surrounded by 52. That is, since the cylindrical part 52 surrounds the outer periphery of the stiffening tube 20 and the thickness thereof is not limited, the conventional sleeve (arranged in the gap between the axial force member and the stiffening tube) is used. In comparison, since the outer diameter (the inner diameter is the same) and the wall thickness can be increased, the rigidity can be increased.
Then, since the deformation is constrained by the cylindrical portion 52 of the reinforcing member 50 having high rigidity in a predetermined range from the other end surface 20b in the longitudinal direction of the stiffening tube 20, occurrence of buckling of the axial force member 10 occurs. (This will be described in detail separately.)
Further, since the outer diameter of the reinforcing member 50 becomes smaller toward one end face 50a (tip) in the longitudinal direction (as it approaches the longitudinal center of the stiffening tube 20), the strength at each position in the longitudinal direction is ensured. In addition, it is possible to promote weight reduction and improve design properties.
Further, since both ends of the axial force member 10 are screw-connected to the base 30 and the reinforcing member 50, respectively, the respective screws are set in opposite directions (for example, the male screw 12a and the female screw 31 are set to the right screw, and the male screw is set. Since the distance between the mounting hole 44 and the mounting hole 66 can be adjusted by making the left screw 12b and the female screw 51), the brace material 100 can be easily installed.

Figure 0006204263
Figure 0006204263

（試験体）
図２は、本発明の実施の形態１に係るブレース材の性能を確認するための載荷試験に供する試験体を説明するものであって、各部の長さを定義する側面視の断面図である。なお、一部の符号の記載を省略している。また、表１に試験体（Ｎｏ．１、Ｎｏ．２）の各部の寸法等を示している。
図２において、試験体Ｎｏ．１および試験体Ｎｏ．２について、軸力材１０の外径を「ＤＳ」と称す。なお、軸力材１０の降伏点を「σｙ」、軸力材１０の断面積と降伏点σｙとの積は「Ｎｙ」と称す。
補剛管２０（「座屈拘束材」に同じ）の外径を「ＤＢ」、肉厚を「ｔＢ」と、補強材５０の長手方向の他方の端面２０ｂと補強材クレビス６０の取付用孔６６の中心との距離を「ｌｃ（エルシー）」と、 補剛管２０の長手方向の他方の端面２０ｂと補強材５０の長手方向の一方の端面５０ａとの距離を「ｌｋ（エルケー）」と称す。
また、口金クレビス４０の取付用孔４４の中心と口金３０の他方の端面３０ｂとの距離を「ＦｌＪ（エフエルジェイ）」と、口金３０の他方の端面３０ｂと補強材５０の一方の端面５０ａとの距離を「ｌＢ（エルビー）」と、補強材５０の一方の端面５０ａと補強材クレビス６０の取付用孔６６との距離を「ＭｌＪ（エムエルジェイ）」と、それぞれ称す。
また、口金クレビス４０の取付用孔４４の中心と補強材クレビス６０の取付用孔４４の中心との距離を「ｌ（エル）」と称す。
さらに、軸力材１０の外径と補剛管２０（「座屈拘束材」に同じ）の内径との差を「ｅＳ（イーエス）」、補剛管２０（「座屈拘束材」に同じ）の外径と補強材５０の内径との差を「ｅｋ（イーケー）」と称する。
さらに、補強材５０の長手方向の一方の端面５０ａ（先端）における肉厚を「ｔＫ（ティーケー）」と称す。 (Test specimen)
FIG. 2 is a cross-sectional view in side view for explaining a test body for use in a loading test for confirming the performance of the brace material according to the first embodiment of the present invention and defining the length of each part. . In addition, description of a part of code | symbol is abbreviate | omitted. Table 1 shows the dimensions and the like of each part of the specimen (No. 1, No. 2).
In FIG. 1 and Specimen No. 1 2, the outer diameter of the axial force member 10 is referred to as “D S ”. The yield point of the axial force member 10 is referred to as “σ y ”, and the product of the cross-sectional area of the axial force member 10 and the yield point σ y is referred to as “N y ”.
The outer diameter of the stiffening tube 20 (same as “buckling constraining material”) is “D B ”, the thickness is “t B ”, and the other end face 20 b in the longitudinal direction of the reinforcing material 50 and the attachment of the reinforcing material clevis 60 the distance between the center of the use hole 66 and "l c (PLC)," distance "l k of the longitudinal direction of one end face 50a of the other longitudinal end face 20b and the reinforcing member 50 of the stiffening tube 20 ( Elke) ”.
Further, the distance between the center of the mounting hole 44 of the base clevis 40 and the other end face 30 b of the base 30 is “FlJ” and the other end face 30 b of the base 30 and one end face 50 a of the reinforcing member 50. The distance is referred to as “l B (ELB)”, and the distance between one end face 50a of the reinforcing member 50 and the mounting hole 66 of the reinforcing member clevis 60 is referred to as “MlJ”.
The distance between the center of the mounting hole 44 of the cap clevis 40 and the center of the mounting hole 44 of the reinforcing material clevis 60 is referred to as “l”.
Further, the difference between the outer diameter of the axial force member 10 and the inner diameter of the stiffening tube 20 (same as “buckling constraining material”) is defined as “e S ” and the stiffening tube 20 (“buckling constraining material”). The difference between the same outer diameter and the inner diameter of the reinforcing member 50 is referred to as “e k (e- k )”.
Furthermore, the thickness of one end face 50a (tip) in the longitudinal direction of the reinforcing member 50 is referred to as “t K (teak)”.

Figure 0006204263
Figure 0006204263

（比較材）
図３は、比較材としての従来のブレース材の性能を確認するための載荷試験に供する試験体を説明するものであって、各部の長さを定義する側面視の断面図である。また、表２に、比較材（Ｎｏ．３）の各部の寸法等を示している。
図３において、比較材（Ｎｏ．３）９００について、軸力材９１０の外径を「ＤＳ」と、補剛管９２０（「座屈拘束材」に同じ）の外径を「ＤＢ」、肉厚を「ｔＢ」と、それぞれ称す。そして、軸力材９１０の降伏点を「σｙ」、軸力材１０の断面積と降伏点σｙとの積は「Ｎｙ」と称す。
なお、軸力材９１０の端部９１１ａ、９１１ｂ（雄ネジ９１２ａ、９１２ｂが形成されている）には、一体型クレビス９４０、９６０（雌ネジ９４１、９６１が形成されている）が設置され、一方の一体型クレビス９４０の接続用孔９４４の中心と、他方の一体型クレビス９６０の接続用孔９６６の中心との距離を「ｌ（エル）」と称する。
さらに、軸力材９１０の一方の端部９１１ａ（雄ネジ９１２ａが形成されている）と補剛管９２０の一方の端部９２１ａ（雌ネジ９２２ａが形成されている）とは、口金９３０（雌ネジ９３１、雄ネジ９３２が形成されている）によって接続されている。
さらに、軸力材９１０の他方の端部９１１ｂに近い位置に、筒状のスリーブ９７０が設置され、スリーブ９７０は補剛管９２０の他方の端面９２０ｂから距離「Ｌ（エル）」だけ補剛管９２０内に侵入している。このとき、スリーブ９７０の外径と補剛管９２０の他方の端部９２１ｂにおける内面９２２ｂとの差を「ｅＳ／２（イーエス／２）」と称す。 (Comparison material)
FIG. 3 is a cross-sectional view in side view for explaining a specimen used for a loading test for confirming the performance of a conventional brace material as a comparative material and defining the length of each part. Table 2 shows dimensions and the like of each part of the comparative material (No. 3).
In FIG. 3, regarding the comparative material (No. 3) 900, the outer diameter of the axial force member 910 is “D S ” and the outer diameter of the stiffening tube 920 (same as “buckling restraint material”) is “D B ”. The thickness is referred to as “t B ”, respectively. The yield point of the axial force member 910 is referred to as “σ y ”, and the product of the cross-sectional area of the axial force member 10 and the yield point σ y is referred to as “N y ”.
In addition, integral clevises 940 and 960 (in which female screws 941 and 961 are formed) are installed at ends 911a and 911b (in which male screws 912a and 912b are formed) of the axial force member 910, respectively. The distance between the center of the connecting hole 944 of the integrated clevis 940 and the center of the connecting hole 966 of the other integrated clevis 960 is referred to as “l”.
Further, one end portion 911a (the male screw 912a is formed) of the axial force member 910 and one end portion 921a (the female screw 922a is formed) of the stiffening tube 920 are connected to the base 930 (female). A screw 931 and a male screw 932 are formed).
Further, a cylindrical sleeve 970 is installed at a position close to the other end 911 b of the axial force member 910, and the sleeve 970 is a stiffening tube at a distance “L (el)” from the other end surface 920 b of the stiffening tube 920. 920 has entered. At this time, the difference between the outer diameter of the sleeve 970 and the inner surface 922b of the other end 921b of the stiffening tube 920 is referred to as “e S / 2 (Es / 2)”.

（断面二次モーメント）
以上より、試験体Ｎｏ．２における補強材５０は内径が「１１４．３＋４．０＝１１８．３（ｍｍ）」で、外径が「１１８．３＋２×１２＝１４２．３（ｍｍ）」以上になるから、断面二次モーメントは「１０百万（ｍｍ４）」以上になる。
一方、比較材である試験体Ｎｏ．３におけるスリーブ９７０は内径が「４６．０（ｍｍ）」で、外径が「１１４．３−２×２５＝６４．３（ｍｍ）」以下になるから、断面二次モーメントは「０．６２百万（ｍｍ４）」以下になる。
すなわち、本発明の補強材５０の断面二次モーメントは、比較材である従来のスリーブ９７０の断面二次モーメントの約１７倍の高い（大きな）値を有し、かかる高剛性の補強材５０が補剛管２０の面外変形を抑える。 (Secondary moment of section)
From the above, the test specimen No. 2 has an inner diameter of “114.3 + 4.0 = 18.3 (mm)” and an outer diameter of “118.3 + 2 × 12 = 142.3 (mm)” or more. Becomes “10 million (mm 4 )” or more.
On the other hand, test specimen No. which is a comparative material. 3 has an inner diameter of “46.0 (mm)” and an outer diameter of “114.3-2 × 25 = 64.3 (mm)” or less. Million (mm 4 ) ”or less.
That is, the cross-sectional secondary moment of the reinforcing member 50 of the present invention has a high (large) value about 17 times the cross-sectional secondary moment of the conventional sleeve 970 which is a comparative material. The out-of-plane deformation of the stiffening tube 20 is suppressed.

（載荷試験）
図４は、本発明の実施の形態１に係るブレース材の性能を確認するための載荷試験の結果を示す荷重−歪線図であって、（ａ）は試験体Ｎｏ．１、（ｂ）は試験体Ｎｏ．２である。載荷試験は、軸力材１０の圧縮および引っ張りを交互に繰り返し付与する両振り載荷である。
図４の（ａ）において、まず、軸力材１０を０．２５％だけ圧縮する（口金クレビス４０の取付用孔４４の中心と補強材クレビス６０の取付用孔４４の中心との「距離ｌ（エル）」を６．２５ｍｍだけ縮める）。このとき、圧縮荷重および圧縮歪は、第１象限に示されている。次に、軸力材１０を０．２５％だけ引っ張る（距離ｌ（エル）を６．２５ｍｍだけ伸ばす）。このとき、引張荷重および引張歪は、第３象限に示されている。
さらに、軸力材１０を０．５％だけ圧縮し（距離ｌ（エル）を１２．５ｍｍだけ縮め）、次に、軸力材１０を０．５％だけ引っ張る（距離ｌ（エル）を１２．５ｍｍだけ伸ばす）。
さらに、軸力材１０を１．０％だけ圧縮し（距離ｌ（エル）を２５ｍｍだけ縮め）、次に、軸力材１０を１．０％だけ引っ張る（距離ｌ（エル）を２５ｍｍだけ伸ばす）載荷を１サイクルとして、これを５回繰り返す。
そして、最後は、軸力材１０を２．０％だけ圧縮し（距離ｌ（エル）を５０ｍｍだけ縮め）、次に、軸力材１０を２．０％だけ引っ張る（距離ｌ（エル）を５０ｍｍだけ伸ばす）載荷を１サイクル（以下「最終サイクル」と称す）として、これを軸力材１０が座屈または破断するまで繰り返す。
そうすると、試験体Ｎｏ．１は、最終サイクルを３回繰り返し、４回目の引張時に、軸力材１０が破断した。 (Load test)
4 is a load-strain diagram showing the result of a loading test for confirming the performance of the brace material according to Embodiment 1 of the present invention. 1 and (b) are specimen Nos. 2. The loading test is a double swing loading in which compression and tension of the axial force member 10 are alternately and repeatedly applied.
In FIG. 4A, first, the axial force member 10 is compressed by 0.25% (“distance l between the center of the mounting hole 44 of the cap clevis 40 and the center of the mounting hole 44 of the reinforcing material clevis 60”. (El) "is reduced by 6.25 mm). At this time, the compressive load and the compressive strain are shown in the first quadrant. Next, the axial force member 10 is pulled by 0.25% (the distance l is increased by 6.25 mm). At this time, the tensile load and the tensile strain are shown in the third quadrant.
Further, the axial force member 10 is compressed by 0.5% (distance l (el) is reduced by 12.5 mm), and then the axial force member 10 is pulled by 0.5% (distance l (el) is 12). Stretch by 5 mm).
Further, the axial force member 10 is compressed by 1.0% (distance l (el) is reduced by 25 mm), and then the axial force member 10 is pulled by 1.0% (distance l (el) is extended by 25 mm). ) Load is 1 cycle and this is repeated 5 times.
Finally, the axial force member 10 is compressed by 2.0% (distance l (el) is reduced by 50 mm), and then the axial force member 10 is pulled by 2.0% (distance l (el)). The loading is extended by one cycle (hereinafter referred to as “final cycle”), and this is repeated until the axial force member 10 is buckled or broken.
Then, the test specimen No. In No. 1, the final cycle was repeated three times, and the axial force member 10 was broken during the fourth pull.

図４の（ｂ）において、試験体Ｎｏ．２は試験体Ｎｏ．１と同様に、最終サイクルを３回繰り返し、４回目の引張時に、軸力材１０が破断した。
すなわち、試験体Ｎｏ．１および試験体Ｎｏ．２は何れも、軸力材１０は座屈していないことから、補剛管２０および補強材５０によって、軸力材１０の面外変形が拘束されたことが示されている。 In (b) of FIG. No. 2 is a specimen No. Similarly to 1, the final cycle was repeated three times, and the axial force member 10 was broken during the fourth pull.
That is, the test specimen No. 1 and Specimen No. 1 No. 2 shows that the axial force member 10 is not buckled, so that the out-of-plane deformation of the axial force member 10 is restrained by the stiffening tube 20 and the reinforcing member 50.

図５は、比較材としての従来のブレース材の性能を確認するための載荷試験の結果を示す荷重−歪線図である。載荷条件は、試験体Ｎｏ．１、Ｎｏ．２に同じである。
図５において、試験体Ｎｏ．３は、０．１０％の圧縮および引っ張りを１サイクル、０．２５％の圧縮および引っ張りを２サイクル、および０．５％の圧縮および引っ張りを２サイクルの載荷の後、１．０％の圧縮をした際に、軸力材９１０は座屈している。
したがって、本発明の補強材５０が、従来のブレース材９００のスリーブ９７０に比較しても、曲げ耐力の高い（大きい）ブレース材であることが確認されている。 FIG. 5 is a load-strain diagram showing the results of a loading test for confirming the performance of a conventional brace material as a comparative material. The loading conditions are as follows. 1, no. Same as 2.
In FIG. 3, 1 cycle of 0.10% compression and tension, 2 cycles of 0.25% compression and tension, and 1.0% compression after 2 cycles of 0.5% compression and tension When doing so, the axial force member 910 is buckled.
Therefore, it has been confirmed that the reinforcing material 50 of the present invention is a brace material having a high bending strength (large) compared to the sleeve 970 of the conventional brace material 900.

［実施の形態２］
図６は本発明の実施の形態２に係るブレース材を説明するものであって、（ａ）は側面図、（ｂ）は主要部の側面視の断面図である。なお、実施の形態１と同じ部分または相当する部分には同じ符号を付し、一部の説明を省略する。各部材の相対的な大きさや板厚等は図示する寸法に限定されるものではない。
図６において、ブレース材２００は、軸力材１０と、軸力材１０が貫通し、軸力材１０を包囲して軸力材１０の面外変形を拘束するための補剛管２０と、軸力材１０の長手方向の一方の端部１１ａおよび補剛管２０の長手方向の一方の端部２１ａが設置された口金２３０と、軸力材１０および補剛管２０とは反対の方向に突出するように口金２３０に設置され、建築構造物（図示しない）に設置するための継手となる口金クレビス４０と、軸力材１０の長手方向の他方の端部１１ｂが設置された補強材２５０と、軸力材１０とは反対の方向に突出するように補強材２５０に設置され、建築構造物（図示しない）に設置するための継手となる補強材クレビス６０と、を有している。 [Embodiment 2]
6A and 6B illustrate a brace material according to Embodiment 2 of the present invention, in which FIG. 6A is a side view, and FIG. 6B is a cross-sectional view of the main part in side view. In addition, the same code | symbol is attached | subjected to the part which is the same as that of Embodiment 1, or an equivalent part, and one part description is abbreviate | omitted. The relative size and thickness of each member are not limited to the illustrated dimensions.
In FIG. 6, the brace material 200 includes an axial force member 10, a stiffening tube 20 through which the axial force member 10 penetrates and restrains the axial force member 10 from being deformed out of plane. The base 230 on which one end portion 11a in the longitudinal direction of the axial force member 10 and one end portion 21a in the longitudinal direction of the stiffening tube 20 are installed, and the axial force member 10 and the stiffening tube 20 in the opposite direction. Reinforcing material 250 which is installed on base 230 so as to protrude and serves as a joint for installing on a building structure (not shown), and other end 11b in the longitudinal direction of axial force member 10 is installed. And a reinforcing material clevis 60 that is installed on the reinforcing material 250 so as to protrude in a direction opposite to the axial force material 10 and serves as a joint for installation on a building structure (not shown).

すなわち、ブレース材２００の口金２３０および補強材２５０には、ブレース材１００（実施の形態１）の口金３０の外面および補強材５０の外面にそれぞれ形成されていたテーパー部３０ｃおよびテーパー部５０ｃが形成されてない。そして、この点を除き、ブレース材２００はブレース材１００に同じである。
このため、ブレース材２００はブレース材１００と同じように、補強材２５０によって補強された補剛管２０が軸力材１０の面外変形を拘束するから、曲げ耐力が高く（大きく）なると共に、製造コストが安価になっている。
すなわち、口金２３０および補強材２５０を、それぞれ鋳造する場合には、金型が簡素になる。また、鋼管同士の溶接接合や、鋼管と円板（または中心孔が形成されている円盤）との溶接接合によって、安価に製造することができる。 That is, the base 230 and the reinforcing member 250 of the brace material 200 are formed with the tapered portion 30c and the tapered portion 50c formed on the outer surface of the base 30 of the brace material 100 (Embodiment 1) and the outer surface of the reinforcing member 50, respectively. Not done. Except for this point, the brace material 200 is the same as the brace material 100.
For this reason, the brace material 200, like the brace material 100, has a high bending strength because the stiffening tube 20 reinforced by the reinforcing material 250 restrains the deformation of the axial force material 10 out of the plane. Manufacturing costs are low.
That is, when the base 230 and the reinforcing material 250 are respectively casted, the mold becomes simple. Moreover, it can manufacture at low cost by the welding joining of steel pipes, and the welding joining of a steel pipe and a disk (or disk in which the center hole is formed).

［実施の形態３］
図７は本発明の実施の形態３に係るブレース材を説明するものであって、（ａ）は側面図、（ｂ）は主要部の側面視の断面図である。なお、実施の形態１と同じ部分または相当する部分には同じ符号を付し、一部の説明を省略する。各部材の相対的な大きさや板厚等は図示する寸法に限定されるものではない。
図７において、ブレース材３００は、軸力材１０と、軸力材１０が貫通し、軸力材１０を包囲して軸力材１０の面外変形を拘束するための補剛管２０と、軸力材１０の長手方向の一方の端部１１ａおよび補剛管２０の長手方向の一方の端部２１ａが設置された一方側補強材３５０と、軸力材１０および補剛管２０とは反対の方向に突出するように一方側補強材３５０に設置され、建築構造物（図示しない）に設置するための継手となる口金クレビス４０と、軸力材１０の長手方向の他方の端部１１ｂが設置された補強材５０と、軸力材１０とは反対の方向に突出するように補強材５０に設置され、建築構造物（図示しない）に設置するための継手となる補強材クレビス６０と、を有している。 [Embodiment 3]
7A and 7B illustrate a brace material according to Embodiment 3 of the present invention, in which FIG. 7A is a side view and FIG. 7B is a cross-sectional view of the main part in side view. In addition, the same code | symbol is attached | subjected to the part which is the same as that of Embodiment 1, or an equivalent part, and one part description is abbreviate | omitted. The relative size and thickness of each member are not limited to the illustrated dimensions.
In FIG. 7, the brace material 300 includes an axial force member 10, a stiffening tube 20 through which the axial force member 10 penetrates and restrains the axial force member 10 from being deformed out of plane. The one side reinforcing member 350 provided with one end portion 11a in the longitudinal direction of the axial force member 10 and one end portion 21a in the longitudinal direction of the stiffening tube 20 is opposite to the axial force member 10 and the stiffening tube 20. A base clevis 40 that is a joint for installation on a building structure (not shown), and the other end portion 11b in the longitudinal direction of the axial force member 10 A reinforcing material clevis 60 that is installed in the reinforcing material 50 so as to protrude in the opposite direction to the axial force material 10 and serves as a joint for installation in a building structure (not shown); have.

すなわち、ブレース材３００は、ブレース材１００（実施の形態１）の口金３０に代えて、一方側補強材３５０を有し、一方側補強材３５０は補強材５０に同じである。
したがって、補剛管２０の一方の端部２１ａは、補強材５０によって補強される他方の端部２１ｂと同様に、一方側補強材３５０によって補強されている。そして、この点を除き、ブレース材３００はブレース材１００に同じである。
このため、ブレース材３００は、一方側補強材３５０および補強材２５０によって補強された補剛管２０が、軸力材１０の面外変形を拘束するから、曲げ耐力が高く（大きく）なると共に、製造コストが安価になっている。
すなわち、口金３０を製造する必要がなくなるから、口金３０を鋳造するための金型が不要になると共に、ブレース材３００を構成する部品の種類が少なくなるため、在庫管理が容易になる。
なお、ブレース材３００は一対の補強材５０を有するものであるが、補強材５０に代えて、一対の補強材２５０を有してもよい。 That is, the brace material 300 includes a one-side reinforcing material 350 instead of the base 30 of the brace material 100 (Embodiment 1), and the one-side reinforcing material 350 is the same as the reinforcing material 50.
Accordingly, one end 21 a of the stiffening tube 20 is reinforced by the one-side reinforcing member 350 in the same manner as the other end 21 b reinforced by the reinforcing member 50. Except for this point, the brace material 300 is the same as the brace material 100.
For this reason, since the stiffening pipe 20 reinforced by the one-side reinforcing member 350 and the reinforcing member 250 restrains the out-of-plane deformation of the axial force member 10, the bracing member 300 has a high (larger) bending strength, Manufacturing costs are low.
That is, since it is not necessary to manufacture the base 30, a mold for casting the base 30 is not required, and the types of parts constituting the brace material 300 are reduced, so that inventory management is facilitated.
The brace material 300 includes a pair of reinforcing members 50, but may include a pair of reinforcing members 250 instead of the reinforcing members 50.

本発明によれば、簡素な構造で曲げ耐力の高い（大きい）ブレース材が得られるから、各種形態の断面形状を有する軸力材についても適用することができるから、建築構造物の様々な要求に対応することができる各種ブレース材として広く利用することができる。   According to the present invention, a brace material having a simple structure and a high bending strength can be obtained, so that it can also be applied to an axial force material having various types of cross-sectional shapes. It can be widely used as various brace materials that can cope with the above.

１０ 軸力材
１１ａ 一方の端部
１１ｂ 他方の端部
１２ａ 雄ネジ
１２ｂ 雄ネジ
２０ 補剛管
２０ｂ 他方の端面
２１ａ 一方の端部
２１ｂ 他方の端部
２２ａ 雄ネジ
３０ 口金
３０ａ 一方の端面
３０ｂ 他方の端面
３０ｃ テーパー部
３１ 雌ネジ
３２ 雌ネジ
３３ 円筒部
３４ 雌ネジ
４０ 口金クレビス
４１ 円盤状部分
４２ 板状部分
４３ 雄ネジ
４４ 取付用孔
５０ 補強材
５０ａ 一方の端面（先端）
５０ｂ 他方の端面
５０ｃ テーパー部
５１ 雌ネジ
５２ 筒状部
５５ 円盤状部分
５６ 雌ネジ
６０ 補強材クレビス
６１ 円盤状部分
６２ 板状部分
６５ 雄ネジ
６６ 取付用孔
１００ ブレース材（実施の形態１）
２００ ブレース材（実施の形態２）
２３０ 口金
２５０ 補強材
３００ ブレース材（実施の形態３）
３５０ 一方側補強材
９００ ブレース材（比較材）
９１０ 軸力材
９１１ａ 端部
９１１ｂ 端部
９１２ａ 雄ネジ
９１２ｂ 雄ネジ
９２０ 補剛管
９２０ｂ 端面
９２１ａ 端部
９２１ｂ 端部
９２２ａ 雌ネジ
９２２ｂ 内面
９３０ 口金
９３１ 雌ネジ
９３２ 雄ネジ
９４０ 一体型クレビス
９４１ 雌ネジ
９４４ 接続用孔
９６０ 一体型クレビス
９６６ 接続用孔
９７０ スリーブ DESCRIPTION OF SYMBOLS 10 Axial force member 11a One end part 11b The other end part 12a Male screw 12b Male screw 20 Stiffening pipe 20b The other end surface 21a One end part 21b The other end part 22a Male screw 30 Cap 30a One end face 30b The other end face End surface 30c Tapered portion 31 Female screw 32 Female screw 33 Cylindrical portion 34 Female screw 40 Cap clevis 41 Disc-shaped portion 42 Plate-shaped portion 43 Male screw 44 Mounting hole 50 Reinforcing material 50a One end surface (tip)
50b The other end face 50c Taper part 51 Female screw 52 Cylindrical part 55 Disk-like part 56 Female screw 60 Reinforcement material clevis 61 Disk-like part 62 Plate-like part 65 Male screw 66 Mounting hole 100 Brace material (Embodiment 1)
200 brace material (Embodiment 2)
230 Base 250 Reinforcement 300 Brace Material (Embodiment 3)
350 One side reinforcement 900 Brace material (comparative material)
910 Axial force member 911a End portion 911b End portion 912a Male screw 912b Male screw 920 Stiffening tube 920b End surface 921a End portion 921b End portion 922a Female screw 922b Inner surface 930 Cap 931 Female screw 932 Male screw 940 Integrated clevis 941 Female screw 944 Connection Hole 960 Integrated clevis 966 Connection hole 970 Sleeve

Claims (5)

軸力材と、
前記軸力材が貫通し、前記軸力材の面外変形を拘束するための補剛管と、
前記軸力材の長手方向の一方の端部および前記補剛管の長手方向の一方の端部が設置された口金と、
前記軸力材および前記補剛管とは反対の方向に突出するように前記口金に設置され、建築構造物に設置するための継手となる口金クレビスと、
前記軸力材の長手方向の他方の端部が設置された補強材と、
前記軸力材とは反対の方向に突出するように前記補強材に設置され、建築構造物に設置するための継手となる補強材クレビスと、
を有し、
前記補強材は、前記補剛管の長手方向の他方の端面から所定の範囲を包囲し、
前記補剛管は、
前記補強材から前記軸力材が突出している方向について、前記補強材に挿抜自在に侵入していることを特徴とするブレース材。 Axial force material,
A stiffening tube through which the axial force member penetrates to restrain out-of-plane deformation of the axial force member;
A base in which one end in the longitudinal direction of the axial force member and one end in the longitudinal direction of the stiffening tube are installed;
A base clevis that is installed in the base so as to protrude in a direction opposite to the axial force member and the stiffening pipe, and serves as a joint for installation in a building structure;
A reinforcing member on which the other end of the axial force member in the longitudinal direction is installed;
A reinforcing material clevis that is installed in the reinforcing material so as to protrude in a direction opposite to the axial force material, and serves as a joint for installation in a building structure;
Have
The reinforcing material surrounds a predetermined range from the other end surface in the longitudinal direction of the stiffening tube ,
The stiffening tube is
A brace material, wherein the axial force member protrudes from the reinforcing material so as to be inserted into and extracted from the reinforcing material. 軸力材と、
前記軸力材が貫通し、前記軸力材の面外変形を拘束するための補剛管と、
前記軸力材の長手方向の両端にそれぞれ設置された補強材と、
前記軸力材とは反対の方向に突出するように前記補強材のそれぞれに設置され、建築構造物に設置するための継手となるクレビスと、
を有し、
前記補強材はそれぞれ、
前記補剛管の長手方向の端部から所定の範囲を包囲し、
前記補剛管は、
前記補強材から前記軸力材が突出している方向について、前記補強材に挿抜自在に侵入していることを特徴とするブレース材。 Axial force material,
A stiffening tube through which the axial force member penetrates to restrain out-of-plane deformation of the axial force member;
Reinforcing materials respectively installed at both ends in the longitudinal direction of the axial force member;
A clevis that is installed on each of the reinforcing members so as to protrude in a direction opposite to the axial force member, and serves as a joint for installation in a building structure,
Have
Each of the reinforcements is
Surrounding a predetermined range from the longitudinal end of the stiffening tube ,
The stiffening tube is
A brace material, wherein the axial force member protrudes from the reinforcing material so as to be inserted into and extracted from the reinforcing material. 前記補強材の前記補剛管を包囲する範囲の内径は、長手方向で一定で、
当該範囲の外径は、前記補剛管の長手方向の中央に近づくほど小さくなることを特徴とする請求項１または２記載のブレース材。 The inside diameter of the reinforcing material surrounding the stiffening tube is constant in the longitudinal direction,
3. The brace material according to claim 1, wherein an outer diameter of the range becomes smaller as approaching a center in a longitudinal direction of the stiffening tube. 軸力材と、  Axial force material,
前記軸力材が貫通し、前記軸力材の面外変形を拘束するための補剛管と、  A stiffening tube through which the axial force member penetrates to restrain out-of-plane deformation of the axial force member;
前記軸力材の長手方向の一方の端部および前記補剛管の長手方向の一方の端部が設置された口金と、  A base in which one end in the longitudinal direction of the axial force member and one end in the longitudinal direction of the stiffening tube are installed;
前記軸力材および前記補剛管とは反対の方向に突出するように前記口金に設置され、建築構造物に設置するための継手となる口金クレビスと、  A base clevis that is installed in the base so as to protrude in a direction opposite to the axial force member and the stiffening pipe, and serves as a joint for installation in a building structure;
前記軸力材の長手方向の他方の端部が設置された補強材と、  A reinforcing member on which the other end of the axial force member in the longitudinal direction is installed;
前記軸力材とは反対の方向に突出するように前記補強材に設置され、建築構造物に設置するための継手となる補強材クレビスと、  A reinforcing material clevis that is installed in the reinforcing material so as to protrude in a direction opposite to the axial force material, and serves as a joint for installation in a building structure;
を有し、Have
前記補強材は、前記補剛管の長手方向の他方の端面から所定の範囲を包囲し、前記補剛管を包囲する範囲の内径は、長手方向で一定であることを特徴とするブレース材。  The brace material is characterized in that the reinforcing material surrounds a predetermined range from the other end face in the longitudinal direction of the stiffening tube, and an inner diameter of the range surrounding the stiffening tube is constant in the longitudinal direction. 軸力材と、  Axial force material,
前記軸力材が貫通し、前記軸力材の面外変形を拘束するための補剛管と、  A stiffening tube through which the axial force member penetrates to restrain out-of-plane deformation of the axial force member;
前記軸力材の長手方向の両端にそれぞれ設置された補強材と、  Reinforcing materials respectively installed at both ends in the longitudinal direction of the axial force member;
前記軸力材とは反対の方向に突出するように前記補強材のそれぞれに設置され、建築構造物に設置するための継手となるクレビスと、  A clevis that is installed on each of the reinforcing members so as to protrude in a direction opposite to the axial force member, and serves as a joint for installation in a building structure,
を有し、Have
前記補強材はそれぞれ、  Each of the reinforcements is
前記補剛管の長手方向の端部から所定の範囲を包囲し、前記補剛管を包囲する範囲の内径は、長手方向で一定であることを特徴とするブレース材。  A brace material characterized by surrounding a predetermined range from an end in a longitudinal direction of the stiffening tube, and an inner diameter of a range surrounding the stiffening tube being constant in the longitudinal direction.
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