JP5597614B2 - Brace structure - Google Patents
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- JP5597614B2 JP5597614B2 JP2011217770A JP2011217770A JP5597614B2 JP 5597614 B2 JP5597614 B2 JP 5597614B2 JP 2011217770 A JP2011217770 A JP 2011217770A JP 2011217770 A JP2011217770 A JP 2011217770A JP 5597614 B2 JP5597614 B2 JP 5597614B2
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- 238000005304 joining Methods 0.000 claims description 76
- 239000000463 material Substances 0.000 description 7
- 238000010586 diagram Methods 0.000 description 2
- 239000007787 solid Substances 0.000 description 2
- 238000005452 bending Methods 0.000 description 1
- 238000013016 damping Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
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- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Description
本発明は、建築物等に用いられるブレース構造に関するものである。 The present invention relates to a brace structure used for a building or the like.
従来のブレース構造としては、例えば、図8に記載されたようなものがある。(特許第4084315号参照。) As a conventional brace structure, for example, there is a structure as shown in FIG. (See Patent No. 4084315.)
図8に記載された従来のブレース構造80は、ブレース34の一端が一方の球面軸受31に連結し、ブレース34の他端がダンパ36を介して他方の球面軸受32に連結している。 In the conventional brace structure 80 shown in FIG. 8, one end of the brace 34 is connected to one spherical bearing 31, and the other end of the brace 34 is connected to the other spherical bearing 32 via a damper 36.
ダンパとは、例えば、油圧式ダンパがあり、建築構造体に地震や風揺れなどの外力が作用し、揺れが生じた場合に、その揺れと逆方向の減衰力を生じさせ、建築構造体の揺れを低減させる装置である。 The damper is, for example, a hydraulic damper, and when an external force such as an earthquake or wind sway acts on the building structure and a sway occurs, a damping force in the opposite direction to the sway is generated, and the building structure It is a device that reduces shaking.
ブレースには、中実の部材を使うと材料費が嵩み、高コストとなるので、一般的に中空の円筒状部材が使用される。 When a solid member is used for the brace, the material cost increases and the cost becomes high. Therefore, a hollow cylindrical member is generally used.
そして、ブレース34の球面軸受31側の端部には、接合部材として板状の円形部材81が用いられており、この円形部材81は、球面軸受31とネジ結合などで接合されている。 A plate-like circular member 81 is used as a joining member at the end of the brace 34 on the spherical bearing 31 side, and the circular member 81 is joined to the spherical bearing 31 by screw connection or the like.
ブレース構造80は、一方の球面軸受31が、柱21と梁25の接合部に設置されるブラケット27に連結され、また、他方の球面軸受32が柱22と梁24の接合部に設置されるブラケット28に連結されることにより、建築構造体に連結される。 In the brace structure 80, one spherical bearing 31 is connected to a bracket 27 installed at the joint between the column 21 and the beam 25, and the other spherical bearing 32 is installed at the junction between the column 22 and the beam 24. By being connected to the bracket 28, it is connected to the building structure.
図9は、図8の部分拡大断面図である。ブレース34の端部に円形部材81を接合し、円形部材81を球面軸受31に接合し、球面軸受31をブラケット27に接合する。 FIG. 9 is a partially enlarged cross-sectional view of FIG. The circular member 81 is joined to the end of the brace 34, the circular member 81 is joined to the spherical bearing 31, and the spherical bearing 31 is joined to the bracket 27.
このブレース構造を設置することにより、建築構造体に地震や風揺れなどの外力が作用し、揺れが生じた場合に、ブレース構造が建築構造体の揺れを低減させるため、建築構造体が保護される。 By installing this brace structure, when external forces such as earthquake and wind sway act on the building structure and the vibration occurs, the brace structure reduces the shaking of the building structure, so the building structure is protected. The
しかしながら、従来のブレース構造にあっては、ブレース構造に大きな引張力が働いた場合、ブレースの端部に設けられた板状の円形部材が曲げ変形することにより、円形部材のブレースとの接合部などに過度の応力が発生し、変形や破損を生じる、という問題点があった。 However, in the conventional brace structure, when a large tensile force is applied to the brace structure, the plate-like circular member provided at the end of the brace is bent and deformed, so that the joint portion of the circular member with the brace There is a problem that excessive stress is generated, and deformation or breakage occurs.
そして、上記円形部材のブレースとの接合部などが変形や破損することにより、ブレース構造としての性能が十分に発揮できなくなる、という問題があった。 And the joint part with the brace of the said circular member deform | transformed or damaged, and there existed a problem that the performance as a brace structure could not fully be exhibited.
この上記円形部材のブレースとの接合部などの変形や破損を防ぐには、ブレースの円筒部分を肉厚にする、という方法もあるが、使用する材料の量が増えるため、製造費が高くなってしまう、という問題がある。 In order to prevent deformation and breakage of the joint portion of the circular member with the brace, there is a method of increasing the thickness of the cylindrical portion of the brace. However, since the amount of material used increases, the manufacturing cost increases. There is a problem that.
そこで、本発明は、上記問題点に鑑みて、ブレース構造に引張力が働いた場合に、ブレースの端部に設けられた接合部材のブレースとの接合部などに過度の応力が発生し、変形や破損が生じることにより、ブレース構造の性能が十分に発揮できなくなることを安価に防止することを課題とするものである。 Therefore, in view of the above-mentioned problems, the present invention causes excessive stress to be generated at the joint between the brace and the brace of the joining member provided at the end of the brace when a tensile force is applied to the brace structure. It is an object of the present invention to prevent at a low cost that the performance of the brace structure cannot be sufficiently exhibited due to occurrence of damage.
上記課題を解決するために、本発明は、ブレースの一端が一方の球面軸受に連結し、ブレースの他端がダンパを介して他方の球面軸受に連結するブレース構造において、ブレースの球面軸受側の端部に、略円錐台状の接合部材を接合することを特徴とするものである。 In order to solve the above problems, the present invention provides a brace structure in which one end of a brace is connected to one spherical bearing and the other end of the brace is connected to the other spherical bearing via a damper. A substantially frustoconical joining member is joined to the end portion.
また、前記接合部材が、中空であり、ブレースとの接合面に半径方向に伸びるリブを形成したことを特徴とするものである。 The joining member is hollow, and a rib extending in a radial direction is formed on a joining surface with the brace.
また、前記接合部材が、その側面に2面以上の平面部を形成したことを特徴とするものである。 Further, the joining member is characterized in that two or more plane portions are formed on the side surface thereof.
このような本発明によれば、ブレースの一端が一方の球面軸受に連結し、ブレースの他端がダンパを介して他方の球面軸受に連結するブレース構造において、ブレースの球面軸受側の端部に、略円錐台状の接合部材を接合することにより、接合部材の曲げ変形が抑制されるため、接合部材のブレースとの接合部に過度の応力が発生しなくなり、接合部材のブレースとの接合部などの変形や破損を防ぐことができるため、ブレース構造の性能が十分に発揮できなくなることを防止することができる。 According to the present invention, in the brace structure in which one end of the brace is connected to one spherical bearing and the other end of the brace is connected to the other spherical bearing through the damper, the brace is connected to the end of the brace on the spherical bearing side. By joining the substantially frustoconical joining member, bending deformation of the joining member is suppressed, so that excessive stress is not generated at the joining portion with the brace of the joining member, and the joining portion with the brace of the joining member Therefore, it is possible to prevent the performance of the brace structure from being sufficiently exhibited.
また、本発明のブレース構造は、中空であり、ブレースとの接合面に半径方向に伸びるリブを形成した接合部材を接合することにより、接合部材に使用する材料の量を減少しつつ、変形や破損を防ぐことができるため、ブレース構造の性能が十分に発揮できなくなることを安価に防止することができる。 In addition, the brace structure of the present invention is hollow, and by joining a joining member in which ribs extending in the radial direction are formed on the joining surface with the brace, the amount of material used for the joining member is reduced, and deformation or Since breakage can be prevented, it can be prevented at low cost that the performance of the brace structure cannot be sufficiently exhibited.
また、本発明のブレース構造は、側面に、2面以上の平面部を形成した接合部材を接合することにより、接合部材に使用する材料の量を減少しつつ、変形や破損を防ぐことができるため、ブレース構造の性能が十分に発揮できなくなることを防止することができるのに加え、接合部材と球面軸受等との接合作業が容易になるため、施工性も向上する。 In addition, the brace structure of the present invention can prevent deformation and breakage while reducing the amount of material used for the joining member by joining the joining member having two or more plane portions formed on the side surface. For this reason, it is possible to prevent the performance of the brace structure from being sufficiently exerted, and in addition, it becomes easy to join the joining member and the spherical bearing, so that workability is also improved.
以下、本発明に係るブレース構造を実施するための最良の形態について、図面に基づいて具体的に説明する。 The best mode for carrying out the brace structure according to the present invention will be specifically described below with reference to the drawings.
図1から図3は、本発明の第1の実施の形態に係るブレース構造について説明するために参照する図である。従来のブレース構造における部材と同様の部材には同じ符号を用いて説明するものとする。 FIGS. 1 to 3 are views referred to for describing the brace structure according to the first embodiment of the present invention. The same reference numerals are used to describe the same members as those in the conventional brace structure.
図1に示すように、本実施の形態に係るブレース構造20は、従来のブレース構造80と同様に、ブレース34の一端が一方の球面軸受31に連結し、ブレース34の他端がダンパ36を介して他方の球面軸受32に連結している。 As shown in FIG. 1, the brace structure 20 according to the present embodiment is similar to the conventional brace structure 80 in that one end of the brace 34 is connected to one spherical bearing 31 and the other end of the brace 34 is connected to the damper 36. To the other spherical bearing 32.
そして、本実施の形態に係るブレース構造20は、従来のブレース構造80と同様に、一方の球面軸受31が、柱21と梁25の接合部に設置されるブラケット27に連結され、また、他方の球面軸受32が柱22と梁24の接合部に設置されるブラケット28に連結されることにより、建築構造体に連結される。 In the brace structure 20 according to the present embodiment, as in the conventional brace structure 80, one spherical bearing 31 is connected to the bracket 27 installed at the joint between the column 21 and the beam 25, and the other The spherical bearing 32 is connected to a bracket 28 installed at the joint between the column 22 and the beam 24, thereby being connected to the building structure.
しかし、従来のブレース構造80は、ブレース34の球面軸受31側の端部に、板状の円形部材81を接合していたのに対し、本実施の形態に係るブレース構造20においては、略円錐台状の接合部材41を接合した点において異なる。 However, in the conventional brace structure 80, the plate-like circular member 81 is joined to the end of the brace 34 on the spherical bearing 31 side, whereas in the brace structure 20 according to the present embodiment, a substantially conical shape is provided. It differs in that the trapezoidal joining member 41 is joined.
このことによって、接合部材のブレースとの接合部などに過度の応力が発生しなくなり、接合部材の変形や破損を防ぐことができるため、ブレース構造の性能が十分に発揮できなくなることを防止することができる。 As a result, excessive stress is not generated at the joint portion of the joining member with the brace, and deformation and damage of the joining member can be prevented, thereby preventing the performance of the brace structure from being sufficiently exhibited. Can do.
図2は、図1のブレース構造の部分拡大断面図である。ブレース34の端部に接合部材41を接合し、接合部材41を球面軸受31に接合し、球面軸受31をブラケット27に接合する。 FIG. 2 is a partially enlarged cross-sectional view of the brace structure of FIG. The joining member 41 is joined to the end of the brace 34, the joining member 41 is joined to the spherical bearing 31, and the spherical bearing 31 is joined to the bracket 27.
図3は、接合部材41の構造を示す図である。図3(a)は、接合部材41を、球面軸受31の軸線方向の球面軸受31側から見た図である。図3(b)は、図3(a)のBB断面図である。図3(c)は、接合部材41を、ブレース34の軸線方向のブレース34側から見た図である。 FIG. 3 is a view showing the structure of the joining member 41. FIG. 3A is a view of the joining member 41 as viewed from the spherical bearing 31 side in the axial direction of the spherical bearing 31. FIG.3 (b) is BB sectional drawing of Fig.3 (a). FIG. 3C is a view of the joining member 41 as viewed from the brace 34 side in the axial direction of the brace 34.
接合部材41は、リブ41aを有する。リブ41aは、接合部材41のブレースと接合する面の外周から、半径方向を内側に伸びるものである。接合部材41の接触部41bが、ブレース34の端部に接合される。接合部材41は、円錐台状の側面部41cを有する。ネジ部41dは、球面軸受のネジ部とネジ結合する。接合部材41は、内部に中空部41eを有する。 リブ41aは、内部を中空にすることにより低下する接合部材41の強度を補強するために設けられる。 The joining member 41 has a rib 41a. The rib 41a extends radially inward from the outer periphery of the surface to be joined to the brace of the joining member 41. The contact portion 41 b of the joining member 41 is joined to the end portion of the brace 34. The joining member 41 has a frustoconical side part 41c. The screw part 41d is screw-coupled with the screw part of the spherical bearing. The joining member 41 has a hollow portion 41e inside. The rib 41a is provided in order to reinforce the strength of the joining member 41 that is reduced by making the inside hollow.
接合部材41に、中空部41eを設けることによって、材料の量を減少しつつ、リブ41aを設けることによって強度を保ち、変形や破損を防ぐことができるため、ブレース構造の性能が十分に発揮できなくなることを防ぐことができる。 By providing the hollow portion 41e in the joining member 41, it is possible to maintain strength and prevent deformation and breakage by providing the rib 41a while reducing the amount of material, so that the performance of the brace structure can be sufficiently exhibited. It can be prevented from disappearing.
このような本発明の第1の実施の形態によれば、接合部材41をブレース構造に接合することにより、接合部材に使用する材料の量を減少しつつ、変形や破損を防ぐことができるため、ブレース構造の性能が十分に発揮できなくなることを安価に防止することができる。 According to the first embodiment of the present invention, since the joining member 41 is joined to the brace structure, deformation and breakage can be prevented while reducing the amount of material used for the joining member. It is possible to prevent the performance of the brace structure from being exhibited sufficiently at low cost.
図4から図6は、本発明の第2の実施の形態に係るブレース構造について説明するために参照する図である。 FIGS. 4 to 6 are views referred to for explaining the brace structure according to the second embodiment of the present invention.
図4は、本発明の第2の実施の形態に係るブレース構造に用いられる接合部材43の構成を示す図である。図4(a)は、接合部材43を、球面軸受31の軸線方向の球面軸受31側から見た図である。図4(b)は、接合部材43の側面図である。図4(c)は、接合部材43を、ブレース34の軸線方向のブレース34側から見た図である。 FIG. 4 is a diagram showing a configuration of the joining member 43 used in the brace structure according to the second embodiment of the present invention. FIG. 4A is a view of the joining member 43 as seen from the spherical bearing 31 side in the axial direction of the spherical bearing 31. FIG. 4B is a side view of the joining member 43. FIG. 4C is a view of the joining member 43 as viewed from the brace 34 side in the axial direction of the brace 34.
接合部材43も、リブ43aを有する。接合部材43の接触部43bが、ブレース34の端部に接合される。接合部材43は、円錐台状の側面部43cを有する。ネジ部43dは、球面軸受のネジ部とネジ結合する。接合部材43は、内部に中空部43eを有する。そして、接合部材43は、平面部43fを有する。 The joining member 43 also has a rib 43a. The contact portion 43 b of the joining member 43 is joined to the end portion of the brace 34. The joining member 43 has a frustoconical side part 43c. The screw part 43d is screw-coupled with the screw part of the spherical bearing. The joining member 43 has a hollow portion 43e inside. And the joining member 43 has the plane part 43f.
図5に示すように、球面軸受31は、球面部31a、円筒部31b、ネジ部31cからなる。このネジ部31cが、図6に示す接合部材43のネジ部43dにネジ結合することにより、球面軸受31は、接合部材43と接合される。 As shown in FIG. 5, the spherical bearing 31 includes a spherical portion 31a, a cylindrical portion 31b, and a screw portion 31c. The spherical bearing 31 is joined to the joining member 43 by screwing the threaded portion 31c to the threaded portion 43d of the joining member 43 shown in FIG.
ネジ部31cとネジ部43dのネジ結合は、球面軸受31と接合部材43のどちらかを回転することによりなされることとなるが、一方を回した時に、他方も追随して回転してしまうと結合作業が困難となる。 The screw connection between the screw portion 31c and the screw portion 43d is made by rotating either the spherical bearing 31 or the joining member 43. When one of the screw portions 31c and 43d is rotated, the other also follows and rotates. Joining operation becomes difficult.
そこで、図7に示すように、球面軸受31のネジ部31cと接合部材43のネジ部43dをネジ結合させる際には、接合部材43を固定するために、固定用部材50を用いる。図7は、固定用部材50で接合部材43を固定した状態を示す図であり、図7(a)は正面図、図7(b)は側面図を示す。図7(a)に示すように、固定用部材50は、接合部材43の2つの平面部43fに対応した2つの平面部50aが形成されており、接合部材43を挟み込んで固定することができる。これによって、接合部材43を固定した状態で、球面軸受31のみを回転させることができるため、ネジ部31cとネジ部43dのネジ結合を容易にすることができ、すなわち、球面軸受31と接合部材43の接合が容易となる。また、球面軸受31と接合部材43の接合部のガタつきを防ぐために設けられる部材であるナット48の締め付け作業も容易にすることができる。 Therefore, as shown in FIG. 7, when the screw portion 31 c of the spherical bearing 31 and the screw portion 43 d of the joining member 43 are screwed together, a fixing member 50 is used to fix the joining member 43. 7A and 7B are views showing a state in which the joining member 43 is fixed by the fixing member 50, in which FIG. 7A shows a front view and FIG. 7B shows a side view. As shown in FIG. 7A, the fixing member 50 has two flat portions 50a corresponding to the two flat portions 43f of the joining member 43, and can be fixed by sandwiching the joining member 43 therebetween. . Accordingly, since only the spherical bearing 31 can be rotated in a state where the joining member 43 is fixed, the screw connection between the screw portion 31c and the screw portion 43d can be facilitated, that is, the spherical bearing 31 and the joining member. 43 can be easily joined. In addition, it is possible to facilitate the tightening operation of the nut 48 that is a member provided to prevent rattling of the joint portion between the spherical bearing 31 and the joint member 43.
このような本発明の第2の実施の形態によれば、接合部材43をブレース構造に接合することにより、接合部材に使用する材料の量を減少し、変形や破損を防ぎつつ、また、球面軸受と接合部材等の締結作業を容易にすることができる。 According to the second embodiment of the present invention, the joining member 43 is joined to the brace structure, thereby reducing the amount of material used for the joining member, preventing deformation and breakage, and preventing the spherical surface. The fastening operation of the bearing and the joining member can be facilitated.
なお、本発明の実施の形態においては、接合部材が、中空で、リブ付きのものについて説明したが、接合部材の内部は中空に限らず、中実でもよい。 In addition, in embodiment of this invention, although the joining member was hollow and the thing with a rib was demonstrated, the inside of a joining member may not be hollow but may be solid.
また、図面では、接合部材41・43の球面軸受31と接合する部分が雌ネジであり、球面軸受31に雄ネジが設けられている図を示したが、当然ながら、逆に接合部材の球面軸受と接合する部分が雄ネジであり、球面軸受に雌ネジが設けられていてもよい。 Further, in the drawings, the portion of the joining members 41 and 43 joined to the spherical bearing 31 is a female screw, and the spherical bearing 31 is provided with a male screw. The part joined to the bearing may be a male thread, and the spherical bearing may be provided with a female thread.
また、接合部材と球面軸受とは、ネジ以外の手段、例えば、溶接などで接合してもよい。 Further, the joining member and the spherical bearing may be joined by means other than screws, such as welding.
図面では、接合部材の形状は、円錐台の両端に円筒部を組み合わせたものを示したが、円筒部はなくてもよく、また、片方だけに設けてもよい。 In the drawings, the shape of the joining member is a combination of the cylindrical portions at both ends of the truncated cone, but the cylindrical portions may not be provided, or may be provided only on one side.
また、図面では、平面部が球面軸受側端部に設けられている接合部材を示したが、平面部が設けられるのは側面であればどこでもよい。 In the drawings, the bonding member is shown in which the flat portion is provided at the end portion on the spherical bearing side, but the flat portion may be provided anywhere on the side surface.
20 ブレース構造
21 柱
22 柱
24 梁
25 梁
27 ブラケット
28 ブラケット
31 球面軸受
31a 球面部
31b 円筒部
31c ネジ部
32 球面軸受
34 ブレース
36 ダンパ
38 シリンダ
39 ピストンロッド
41 接合部材
41a リブ
41b 接触部
41c 側面部
41d ネジ部
41e 中空部
43 接合部材
43a リブ
43b 接触部
43c 側面部
43d ネジ部
43e 中空部
43f 平面部
48 ナット
50 固定用部材
80 ブレース構造
81 円形部材
20 Brace structure 21 Column 22 Column 24 Beam 25 Beam 27 Bracket 28 Bracket 31 Spherical bearing 31a Spherical section 31b Cylindrical section 31c Screw section 32 Spherical bearing 34 Brace 36 Damper 38 Cylinder 39 Piston rod 41 Joining member 41a Rib 41b Side section 41c 41d Screw part 41e Hollow part 43 Joining member 43a Rib 43b Contact part 43c Side face part 43d Screw part 43e Hollow part 43f Flat part 48 Nut 50 Fixing member 80 Brace structure 81 Circular member
Claims (2)
The brace structure according to claim 1, wherein the joining member is hollow, and a rib extending in a radial direction is formed on a joining surface with the brace.
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JP2011217770A JP5597614B2 (en) | 2011-09-30 | 2011-09-30 | Brace structure |
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JP2011217770A JP5597614B2 (en) | 2011-09-30 | 2011-09-30 | Brace structure |
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CA2935575C (en) * | 2014-01-02 | 2021-12-07 | The University Of British Columbia, Okanagan | Piston-based self-centering brace apparatus |
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JP2515253Y2 (en) * | 1991-09-13 | 1996-10-30 | 川鉄建材株式会社 | Joining device for structural members with stress limiting element |
JP3898700B2 (en) * | 2004-02-20 | 2007-03-28 | 日立機材株式会社 | Hydraulic damper for vibration control |
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