JP4579201B2 - Damper connection structure - Google Patents

Damper connection structure Download PDF

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JP4579201B2
JP4579201B2 JP2006187830A JP2006187830A JP4579201B2 JP 4579201 B2 JP4579201 B2 JP 4579201B2 JP 2006187830 A JP2006187830 A JP 2006187830A JP 2006187830 A JP2006187830 A JP 2006187830A JP 4579201 B2 JP4579201 B2 JP 4579201B2
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damper
pair
pins
fitting
diameter
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JP2008014068A (en
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祐治 小竹
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    • FMECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F16ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
    • F16CSHAFTS; FLEXIBLE SHAFTS; ELEMENTS OR CRANKSHAFT MECHANISMS; ROTARY BODIES OTHER THAN GEARING ELEMENTS; BEARINGS
    • F16C33/00Parts of bearings; Special methods for making bearings or parts thereof
    • F16C33/02Parts of sliding-contact bearings
    • F16C33/04Brasses; Bushes; Linings
    • F16C33/06Sliding surface mainly made of metal
    • F16C33/12Structural composition; Use of special materials or surface treatments, e.g. for rust-proofing
    • F16C33/128Porous bearings, e.g. bushes of sintered alloy
    • FMECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F16ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
    • F16CSHAFTS; FLEXIBLE SHAFTS; ELEMENTS OR CRANKSHAFT MECHANISMS; ROTARY BODIES OTHER THAN GEARING ELEMENTS; BEARINGS
    • F16C11/00Pivots; Pivotal connections
    • F16C11/02Trunnions; Crank-pins
    • FMECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F16ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
    • F16CSHAFTS; FLEXIBLE SHAFTS; ELEMENTS OR CRANKSHAFT MECHANISMS; ROTARY BODIES OTHER THAN GEARING ELEMENTS; BEARINGS
    • F16C33/00Parts of bearings; Special methods for making bearings or parts thereof
    • F16C33/02Parts of sliding-contact bearings
    • F16C33/04Brasses; Bushes; Linings
    • F16C33/06Sliding surface mainly made of metal
    • F16C33/10Construction relative to lubrication
    • F16C33/1025Construction relative to lubrication with liquid, e.g. oil, as lubricant
    • F16C33/103Construction relative to lubrication with liquid, e.g. oil, as lubricant retained in or near the bearing
    • F16C33/104Construction relative to lubrication with liquid, e.g. oil, as lubricant retained in or near the bearing in a porous body, e.g. oil impregnated sintered sleeve

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  • Engineering & Computer Science (AREA)
  • General Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Metallurgy (AREA)
  • Chemical & Material Sciences (AREA)
  • Oil, Petroleum & Natural Gas (AREA)
  • Buildings Adapted To Withstand Abnormal External Influences (AREA)
  • Vibration Prevention Devices (AREA)
  • Fluid-Damping Devices (AREA)
  • Joining Of Building Structures In Genera (AREA)

Description

本発明は、例えば油圧式制震ダンパの連結構造に関し、特にそのダンパの両端部を建築構造体に連結するためのダンパ連結構造に関するものである。   The present invention relates to a connecting structure of, for example, a hydraulic damping damper, and more particularly to a damper connecting structure for connecting both ends of the damper to a building structure.

従来のダンパ連結構造としては、例えば図11から図13に示すようなものがある(特許文献1参照)。図11に示す従来の油圧式制震ダンパ50は、その油圧シリンダ32の一端部に連結部材52の一端部が連結されており、この連結部材52の他端部は図12に示すように、球面軸受60を介して建築構造体の一方のブラケット57に連結されている。   As a conventional damper connection structure, for example, there is a structure as shown in FIGS. 11 to 13 (see Patent Document 1). In the conventional hydraulic damping damper 50 shown in FIG. 11, one end of a connecting member 52 is connected to one end of the hydraulic cylinder 32, and the other end of the connecting member 52 is as shown in FIG. It is connected to one bracket 57 of the building structure via a spherical bearing 60.

他方、図11に示すように、油圧シリンダ32に対して上記連結部材52と反対側のピストンロッド34の先端部は、球面軸受60を介して建築構造体の他方のブラケット58に連結されている。   On the other hand, as shown in FIG. 11, the tip of the piston rod 34 opposite to the connecting member 52 with respect to the hydraulic cylinder 32 is connected to the other bracket 58 of the building structure via a spherical bearing 60. .

球面軸受60は、図13に示すように、建築構造体側のブラケット57と、前記連結部材52の先端部に固定されて上記ブラケット57を挟むようにその両側に配置された一対の軸支持部材61に両端部が支持された、軸部材63との間に設けられて、軸支持部材61とブラケット57との間の回動方向が所定の範囲内で自在となるようにそれらを連結している。   As shown in FIG. 13, the spherical bearing 60 includes a bracket 57 on the building structure side and a pair of shaft support members 61 that are fixed to the distal end portion of the connecting member 52 and arranged on both sides of the bracket 57 so as to sandwich the bracket 57. Both ends of the shaft are supported between the shaft member 63 and the shaft support member 61 and the bracket 57 are connected to each other so that the rotation direction is freely within a predetermined range. .

すなわち球面軸受60は、その軸孔が軸部材63に嵌合しその外周面に凸球状面が形成された軸受内輪部材65と、外周部が外輪支持部材67に支持され内周面に上記軸受内輪部材65の凸球状面と摺接可能な凹球状面が形成された軸受外輪部材69により構成されている。   That is, the spherical bearing 60 has a bearing inner ring member 65 whose shaft hole is fitted to the shaft member 63 and a convex spherical surface is formed on the outer peripheral surface thereof, and an outer peripheral portion supported by the outer ring support member 67 and the bearing on the inner peripheral surface thereof. The bearing outer ring member 69 is formed with a concave spherical surface slidably contactable with the convex spherical surface of the inner ring member 65.

前記建築構造体において、上記のような油圧式制震ダンパ50にその軸線方向に地震等の外力が加わった場合、その油圧シリンダ32と、ピストンロッド34に連結するピストンとの間には相対移動が発生し、シリンダ32内のピストンの表裏いずれかの面には移動方向とは反対の方向に減衰力が加わる。このためピストンには、その表裏両面側の一対の油圧室間の圧力差に比例した減衰力が加わることとなり、この減衰力により油圧式制震ダンパ50は制震動作を発揮することができる。
特開2004−108577号公報
In the building structure, when an external force such as an earthquake is applied in the axial direction to the hydraulic damping damper 50 as described above, relative movement between the hydraulic cylinder 32 and the piston connected to the piston rod 34 is performed. And a damping force is applied to the front or back surface of the piston in the cylinder 32 in the direction opposite to the moving direction. For this reason, a damping force proportional to the pressure difference between the pair of hydraulic chambers on the front and back sides of the piston is applied to the piston, and the hydraulic damping damper 50 can exhibit a damping operation by this damping force.
JP 2004-108577 A

しかしながら、このような従来のダンパ連結構造にあっては、図13に示すように、軸部材63と軸受内輪部材65との接触部C1、軸受内輪部材65と軸受外輪部材69との接触部C2、軸受外輪部材69と外輪支持部材67との接触部C3、さらには軸部材63と軸支持部材61との接触部C4にガタがあり、これらのガタが累積してさらに大きなガタとして作用する。   However, in such a conventional damper coupling structure, as shown in FIG. 13, the contact portion C1 between the shaft member 63 and the bearing inner ring member 65, and the contact portion C2 between the bearing inner ring member 65 and the bearing outer ring member 69. The contact portion C3 between the bearing outer ring member 69 and the outer ring support member 67 and the contact portion C4 between the shaft member 63 and the shaft support member 61 have backlash, and the backlash accumulates and acts as a larger backlash.

上記球面軸受60のように、複数箇所のガタが累積されて大きなガタとして作用するようになると、油圧式制震ダンパ50に往復方向に加わる外力の方向が逆方向に切換ったときに、そのガタ分だけブラケット57と軸支持部材61間が相対変位する当初の間は油圧式制震ダンパ50には減衰力が全く生じないことになる。   When the play of a plurality of places is accumulated and acts as a large play as in the case of the spherical bearing 60, when the direction of the external force applied to the hydraulic damping damper 50 in the reciprocating direction is switched to the reverse direction, During the initial period of relative displacement between the bracket 57 and the shaft support member 61 by the amount of play, no damping force is generated in the hydraulic damping damper 50.

このため、風揺れのような、上記累積されるガタと同じ位の振幅の小さな外力が加わったときは油圧式制震ダンパ50には減衰力が全く生じないので、人に不快な揺れを体感させることが防止できないと共に、地震のような振幅が大きな外力が加わったときはそのエネルギー吸収量が低下して、油圧式制震ダンパ50が外力を抑える能力が、上記ガタがない場合よりも低下してしまうという問題があった。   For this reason, when an external force having the same amplitude as the accumulated backlash, such as wind fluctuation, is applied, the damping force is not generated at all in the hydraulic vibration control damper 50. In addition, when an external force with a large amplitude such as an earthquake is applied, the amount of energy absorption is reduced, and the ability of the hydraulic vibration control damper 50 to suppress the external force is lower than when there is no backlash. There was a problem of doing.

また、上記従来のダンパ連結構造にあっては、図13に示すように、球面を有する部材、すなわち軸受内輪部材65や軸受外輪部材69を用いているので、その部材に球面を形成するための複雑で高精度の加工を施さなければならないため、ダンパ連結構造のコストアップを招くという問題があった。   Further, in the conventional damper connecting structure, as shown in FIG. 13, since a member having a spherical surface, that is, a bearing inner ring member 65 or a bearing outer ring member 69 is used, a spherical surface is formed on the member. Since complicated and high-precision processing has to be performed, there is a problem in that the cost of the damper coupling structure is increased.

そこで本発明は、上記問題点に鑑みて、制震ダンパと建築構造体との連結部において球面軸受と同様の動作が可能であり、かつ球面軸受より低価格となるダンパ連結構造を提供することを課題とするものである。   Therefore, in view of the above problems, the present invention provides a damper coupling structure that can operate in the same manner as a spherical bearing at a coupling portion between a vibration damper and a building structure, and is less expensive than a spherical bearing. Is an issue.

また本発明は、上記問題点に鑑みて、制震ダンパと建築構造体との連結部において球面軸受と同様の動作が可能であり、かつ球面軸受より低価格となる他、各構成部材間のガタを確実に除去することができるダンパ連結構造を提供することを課題とするものである。   In addition, in view of the above problems, the present invention can perform the same operation as the spherical bearing at the connecting portion between the vibration damper and the building structure, and is less expensive than the spherical bearing. It is an object of the present invention to provide a damper coupling structure that can reliably remove backlash.

上記課題を解決するために本発明は、
建築構造体と制震ダンパの端部との間に連結されて両者間に力を伝えるダンパ連結構造において、
前記建築構造体と前記制震ダンパの端部との間に設けられ、4辺に板状の辺部を有し断面がロの字状となる四角筒状に形成され、互いに対向する一対の前記辺部のそれぞれに同一の軸線上に開口された一対の第1の嵌合孔と、前記一対の辺部と直交する他の一対の前記辺部のそれぞれに、前記一対の第1の嵌合孔の軸線と直交する、同一の軸線上に開口された一対の第2の嵌合孔とを有するロの字部材と、
前記建築構造体に設けられた部材に形成された一対の嵌合孔と、前記一対の第1の嵌合孔のそれぞれに、互いの軸線方向に離れて端面が互いに対向するよう配置された一対の第1のピンのそれぞれが嵌合することにより、前記建築構造体と前記ロの字部材との間を第1の軸線の回りに相対回転可能にする第1回転手段と、
前記制震ダンパに設けられた部材に形成された嵌合孔と、前記一対の第2の嵌合孔のそれぞれに、互いの軸線方向に離れて端面が互いに対向するよう配置された一対の第2のピンのそれぞれが嵌合することにより、前記制震ダンパの端部と前記ロの字部材との間を第2の軸線回りに相対回転可能にする第2回転手段とを備えたことを特徴とするものである。
In order to solve the above problems, the present invention
In the damper connection structure that is connected between the building structure and the end of the damping damper and transmits the force between them,
A pair of opposingly formed square cylinders provided between the building structure and the end of the damping damper, having plate-like sides on four sides and a cross-section of a square shape. The pair of first fitting holes is inserted into each of the pair of first fitting holes opened on the same axis in each of the side parts and the other pair of side parts orthogonal to the pair of side parts. A B-shaped member having a pair of second fitting holes opened on the same axis perpendicular to the axis of the joint hole ;
A pair of fitting holes formed in a member provided in the building structure and a pair of the first fitting holes that are arranged so that their end faces face each other in the axial direction. First rotating means for allowing relative rotation about a first axis between the building structure and the B-shaped member by fitting each of the first pins;
A pair of first holes arranged in the fitting hole formed in the member provided in the vibration damping damper and the pair of second fitting holes so that the end surfaces are opposed to each other in the axial direction . And a second rotating means for allowing relative rotation about the second axis between the end of the vibration damping damper and the square member by fitting each of the two pins. It is a feature.

また、本発明のダンパ連結構造は、前記第1、第2のピンの前記ロの字部材の中心から遠い方の外側端部にテーパが形成され、この外側端部が断面がくさび状のリング部材を介して周囲の部材に嵌合することを特徴とするものである。 Further, in the damper coupling structure of the present invention, a taper is formed at an outer end portion of the first and second pins farther from the center of the B-shaped member , and the outer end portion is a ring having a wedge-shaped cross section. It is characterized by being fitted to a surrounding member via a member.

また、本発明のダンパ連結構造は、前記第1、第2のピンの外側端部と、前記ロの字部材の中心に近い内側端部との間に、前記外側端部の方が径が大きくなるような段部が形成されたことを特徴とするものである。 Further, the damper connecting structure of the present invention, the first, and the outer side end portion of the second pin, between the inner end and near the center of the shaped member of the B, toward said outer end diameter The step portion is formed so as to be large.

また、本発明のダンパ連結構造は、前記第1、第2のピンの外側端部が嵌合する部材にあけられた孔は、前記外側端部の径より大きな径を有することを特徴とするものである。 Further, the damper connecting structure of the present invention, the first, holes outer side end portion is opened to the member to be fitted in the second pin, and characterized by having a larger diameter than the diameter of the outer end To do.

また、本発明のダンパ連結構造は、前記第1、第2のピンの外側端部に、第1、第2のピンの前記ロの字部材の中心に近い内側端部の径と同じ径から、外側に向かって径が小さくなるようなテーパが形成されたことを特徴とするものである。 Further, the damper connecting structure of the present invention, the first, the outer side end portion of the second pin, the first, the same diameter as the diameter of the inner end close to the center of the hollow square member of the second pin From the above, a taper having a diameter that decreases toward the outside is formed.

また、本発明のダンパ連結構造は、前記第1、第2のピンの内側端部が嵌合する孔に圧入され、前記外側端部のテーパと前記断面がくさび状のリング部材が相対回転可能となっていることを特徴とするものである。   In the damper coupling structure of the present invention, the inner end portions of the first and second pins are press-fitted into holes to be fitted, and the taper of the outer end portion and the ring member having a wedge-shaped cross section are relatively rotatable. It is characterized by becoming.

また、本発明のダンパ連結構造は、前記断面がくさび状のリング部材が含油金属材料により形成されたことを特徴とするものである。   The damper coupling structure of the present invention is characterized in that the ring member having a wedge-shaped cross section is formed of an oil-containing metal material.

このような本発明によれば、
建築構造体と制震ダンパの端部との間に連結されて両者間に力を伝えるダンパ連結構造において、
建築構造体と制震ダンパの端部との間に連結されて両者間に力を伝えるダンパ連結構造において、
前記建築構造体と前記制震ダンパの端部との間に設けられ、4辺に板状の辺部を有し断面がロの字状となる四角筒状に形成され、互いに対向する一対の前記辺部のそれぞれに同一の軸線上に開口された一対の第1の嵌合孔と、前記一対の辺部と直交する他の一対の前記辺部のそれぞれに、前記一対の第1の嵌合孔の軸線と直交する、同一の軸線上に開口された一対の第2の嵌合孔とを有するロの字部材と、
前記建築構造体に設けられた部材に形成された一対の嵌合孔と、前記一対の第1の嵌合孔のそれぞれに、互いの軸線方向に離れて端面が互いに対向するよう配置された一対の第1のピンのそれぞれが嵌合することにより、前記建築構造体と前記ロの字部材との間を第1の軸線の回りに相対回転可能にする第1回転手段と、
前記制震ダンパに設けられた部材に形成された嵌合孔と、前記一対の第2の嵌合孔のそれぞれに、互いの軸線方向に離れて端面が互いに対向するよう配置された一対の第2のピンのそれぞれが嵌合することにより、前記制震ダンパの端部と前記ロの字部材との間を第2の軸線回りに相対回転可能にする第2回転手段とを備えたことにより、
ダンパ連結構造は、制震ダンパと建築構造体との連結部において球面軸受と同様の動作が可能であり、かつ球面軸受より低価格となる。
According to the present invention as described above,
In the damper connection structure that is connected between the building structure and the end of the damping damper and transmits the force between them,
In the damper connection structure that is connected between the building structure and the end of the damping damper and transmits the force between them,
A pair of opposingly formed square cylinders provided between the building structure and the end of the damping damper, having plate-like sides on four sides and a cross-section of a square shape. The pair of first fitting holes is inserted into each of the pair of first fitting holes opened on the same axis in each of the side parts and the other pair of side parts orthogonal to the pair of side parts. A B-shaped member having a pair of second fitting holes opened on the same axis perpendicular to the axis of the joint hole ;
A pair of fitting holes formed in a member provided in the building structure and a pair of the first fitting holes that are arranged so that their end faces face each other in the axial direction. First rotating means for allowing relative rotation about a first axis between the building structure and the B-shaped member by fitting each of the first pins;
A pair of first holes arranged in the fitting hole formed in the member provided in the vibration damping damper and the pair of second fitting holes so that the end surfaces are opposed to each other in the axial direction . And a second rotating means for allowing relative rotation about the second axis between the end of the vibration damping damper and the B-shaped member by fitting each of the two pins. ,
The damper coupling structure can operate in the same manner as the spherical bearing at the coupling portion between the damping damper and the building structure, and is less expensive than the spherical bearing.

また、本発明のダンパ連結構造は、前記第1、第2のピンの前記ロの字部材の中心から遠い方の外側端部にテーパが形成され、この外側端部が断面がくさび状のリング部材を介して周囲の部材に嵌合することにより、各構成部材間のガタを確実に除去することができる。 Further, in the damper coupling structure of the present invention, a taper is formed at an outer end portion of the first and second pins farther from the center of the B-shaped member , and the outer end portion is a ring having a wedge-shaped cross section. The backlash between the constituent members can be surely removed by fitting to the surrounding members via the members.

また、本発明のダンパ連結構造は、前記第1、第2のピンの外側端部と、前記ロの字部材の中心に近い内側端部との間に、前記外側端部の方が径が大きくなるような段部が形成されたことにより、ピンの長さ方向位置を容易に決めることができるため、組立性を向上させることができる。 Further, the damper connecting structure of the present invention, the first, and the outer side end portion of the second pin, between the inner end and near the center of the shaped member of the B, toward said outer end diameter As a result of the formation of the step portion that increases the length of the pin, it is possible to easily determine the position in the length direction of the pin, thereby improving the assemblability.

また、本発明のダンパ連結構造は、前記第1、第2のピンの外側端部が嵌合する部材にあけられた孔は、前記外側端部の径より大きな径を有することにより、ピンを容易に挿入することができるため、組立性を向上させることができる。 Further, the damper connecting structure of the present invention, the first, drilled holes in the member to the outer end of the second pin is fitted, by having a larger diameter than the diameter of the outer end, the pin Can be easily inserted, so that the assemblability can be improved.

また、本発明のダンパ連結構造は、前記第1、第2のピンの外側端部に、第1、第2のピンの前記ロの字部材の中心に近い内側端部の径と同じ径から、外側に向かって径が小さくなるようなテーパが形成されたことにより、各構成部材間のガタを確実に除去することができる。
Further, the damper connecting structure of the present invention, the first, the outer side end portion of the second pin, the first, the same diameter as the diameter of the inner end close to the center of the hollow square member of the second pin Therefore, the backlash between the constituent members can be surely removed by forming the taper so that the diameter decreases toward the outside.

また、本発明のダンパ連結構造は、前記第1、第2のピンの内側端部が嵌合する孔に圧入され、前記外側端部のテーパと前記断面がくさび状のリング部材が相対回転可能となっていることにより、各構成部材間のガタを確実に除去することができる。   In the damper coupling structure of the present invention, the inner end portions of the first and second pins are press-fitted into holes to be fitted, and the taper of the outer end portion and the ring member having a wedge-shaped cross section are relatively rotatable. As a result, play between the constituent members can be reliably removed.

また、本発明のダンパ連結構造は、前記断面がくさび状のリング部材が含油金属材料により形成されたことにより、摺動性の向上と防錆効果が得られるため、回転動作がスムーズとなる。   In addition, the damper connection structure of the present invention is smooth in rotating operation because the ring member having a wedge-shaped cross section is formed of an oil-containing metal material, thereby improving the slidability and preventing rust.

以下、本発明に係るダンパ連結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。
図1から図9は、本発明の第1の実施の形態に係るダンパ連結構造について説明するために参照する図である。従来のダンパ連結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。
Hereinafter, the best mode for carrying out the damper connecting structure according to the present invention will be specifically described with reference to the drawings.
FIGS. 1 to 9 are views referred to for explaining the damper coupling structure according to the first embodiment of the present invention. The same members as those in the conventional damper connection structure will be described using the same reference numerals.

図1に示すように、本実施の形態に係るダンパ連結構造は、油圧シリンダ32(制震ダンパ)及びその一端部に連結されている連結部材52が、全体としてブレース(筋交い、diagonal brace)を構成し、そのブレースが油圧シリンダ32により制震機能を有していて、それを建築構造体に連結するために用いられるものである。   As shown in FIG. 1, the damper connecting structure according to the present embodiment includes a hydraulic cylinder 32 (seismic damper) and a connecting member 52 connected to one end of the hydraulic cylinder 32 (seismic damper) as a whole. The brace has a damping function by the hydraulic cylinder 32 and is used to connect it to the building structure.

本実施の形態は、その油圧シリンダ32の一端部に連結部材52の一端部が連結されており、この連結部材52の他端部に設けられた連結部53は、連結構造54を介して柱や梁などの建築構造体に固定された固定フレーム62に連結されている。 In the present embodiment, one end portion of the connecting member 52 is connected to one end portion of the hydraulic cylinder 32, and the connecting portion 53 provided at the other end portion of the connecting member 52 is connected to the column via the connecting structure 54. It is connected to a fixed frame 62 fixed to a building structure such as a beam or a beam.

他方、油圧シリンダ32において上記連結部材52と反対側の端部から外部へ軸線方向に突出するピストンロッド34の先端部は、連結構造56を介して柱や梁などの建築構造体に固定された固定フレーム64に連結されている。   On the other hand, the tip of the piston rod 34 that protrudes in the axial direction from the end opposite to the connecting member 52 in the hydraulic cylinder 32 is fixed to a building structure such as a column or a beam via the connecting structure 56. The fixed frame 64 is connected.

図2(a)に示すように、連結部材52の連結部53に連結される連結構造54は、回転軸を支持する軸支持部材66を介して、図1に示す固定フレーム62に連結されるようになっている。   As shown in FIG. 2A, the connecting structure 54 connected to the connecting portion 53 of the connecting member 52 is connected to the fixed frame 62 shown in FIG. 1 via the shaft support member 66 that supports the rotating shaft. It is like that.

また、図2(b)に示すように、油圧シリンダ32のピストンロッド34に連結される連結構造56は、回転軸を支持する軸支持部材68を介して、図1に示す固定フレーム64に連結されるようになっている。   Further, as shown in FIG. 2B, the connecting structure 56 connected to the piston rod 34 of the hydraulic cylinder 32 is connected to the fixed frame 64 shown in FIG. 1 via a shaft support member 68 that supports the rotating shaft. It has come to be.

図2(a)に示す軸支持部材66は、図3に示すように、固定フレーム62に接触して固定される底板部66aを有し、その底板部66aの両端部から一対の立上り部66b,66bが立ち上がるよう形成され、その立上り部66bの先端部に回転軸を支持する軸受孔66cが形成されている。   As shown in FIG. 3, the shaft support member 66 shown in FIG. 2 (a) has a bottom plate portion 66a fixed in contact with the fixed frame 62, and a pair of rising portions 66b from both ends of the bottom plate portion 66a. 66b rises, and a bearing hole 66c for supporting the rotating shaft is formed at the tip of the rising portion 66b.

図2(b)に示す軸支持部材68にも、軸支持部材66の底板部66a、立上り部66b,66b及び軸受孔66cと同様の底板部、立上り部68b,68b及び軸受孔68cが形成されている(図6参照)。   Also in the shaft support member 68 shown in FIG. 2B, a bottom plate portion, rising portions 68b and 68b, and a bearing hole 68c similar to the bottom plate portion 66a, the rising portions 66b and 66b and the bearing hole 66c of the shaft support member 66 are formed. (See FIG. 6).

図4に示すように、軸支持部材66の一対の立上り部66b,66b間には、連結部材52の連結部53が中央部に配置されていると共に、連結部53を囲むように形成されたロの字部材72(無端部材)が配置されている。   As shown in FIG. 4, between the pair of rising portions 66 b, 66 b of the shaft support member 66, the connecting portion 53 of the connecting member 52 is disposed at the center and formed so as to surround the connecting portion 53. A B-shaped member 72 (endless member) is arranged.

このロの字部材72の図中4辺を構成する各辺部材(辺部)の中央部には、互いに対向する嵌合孔74,74及び嵌合孔76,76が開口するように形成されている。嵌合孔74は、軸支持部材66の軸受孔66cと同一軸線上に配置されており、嵌合孔76は、連結部53にその長さ方向に対して直交方向に伸びるよう形成された貫通孔53aと同一軸線上に配置されている。 The central portion of each side member (sides) constituting the figure four sides of the shaped member 72 of this B, are formed so as to open the fitting hole 74 and fitting hole 76, 76 facing each other ing. The fitting hole 74 is disposed on the same axis as the bearing hole 66c of the shaft support member 66, and the fitting hole 76 is a through hole formed in the connecting portion 53 so as to extend in a direction perpendicular to the length direction thereof. It arrange | positions on the same axis line as the hole 53a.

ロの字部材72の嵌合孔74には、段付ピン80の等径部80aが隙間無く圧入されており、この段付ピン80の段部において等径部80aより大きな径を有するテーパ部80bが、軸支持部材66の軸受孔66c内に配置されている。   An equal-diameter portion 80a of the stepped pin 80 is press-fitted without gap into the fitting hole 74 of the B-shaped member 72, and a tapered portion having a larger diameter than the equal-diameter portion 80a in the stepped portion of the stepped pin 80. 80 b is disposed in the bearing hole 66 c of the shaft support member 66.

段付ピン80のテーパ部80bと軸支持部材66の軸受孔66cとの間には、外開きのテーパ状の隙間が形成されており、この隙間には断面がくさび状のリング部材82が隙間無く嵌合して、このリング部材82が脱落しないように、脱落防止用板84を軸支持部材66の立上り部66bにネジ止めすることにより、リング部材82が保持されている。   An outwardly open tapered gap is formed between the tapered portion 80b of the stepped pin 80 and the bearing hole 66c of the shaft support member 66, and the ring member 82 having a wedge-shaped cross section is formed in this gap. The ring member 82 is held by screwing the drop-off prevention plate 84 to the rising portion 66b of the shaft support member 66 so that the ring member 82 is not dropped and is not dropped.

リング部材82は含油メタルにより形成されているので、段付ピン80のテーパ部80bはリング部材82内で回転可能に常時潤滑されている。   Since the ring member 82 is made of oil-impregnated metal, the tapered portion 80b of the stepped pin 80 is always lubricated so as to be rotatable within the ring member 82.

連結部材52の連結部53の貫通孔53aの両端開口部には、段付ピン86の等径部86aが隙間無く圧入されており、この段付ピン86の段部において等径部86aより大きな径を有するテーパ部86bが、ロの字部材72の嵌合孔76内に配置されている。   An equal-diameter portion 86a of a stepped pin 86 is press-fitted without gaps in both end openings of the through-hole 53a of the connecting portion 53 of the connecting member 52, and the stepped portion of the stepped pin 86 is larger than the equal-diameter portion 86a. A tapered portion 86 b having a diameter is disposed in the fitting hole 76 of the square-shaped member 72.

段付ピン86のテーパ部86bとロの字部材72の嵌合孔76との間には、外開きのテーパ状の隙間が形成されており、この隙間には断面がくさび状のリング部材88が隙間無く嵌合して、このリング部材88が脱落しないように、脱落防止用板90をロの字部材72にネジ止めすることにより、リング部材88が保持されている。   An outwardly open tapered gap is formed between the tapered portion 86b of the stepped pin 86 and the fitting hole 76 of the U-shaped member 72, and a ring member 88 having a wedge-shaped cross section is formed in this gap. The ring member 88 is held by screwing the drop-off prevention plate 90 to the U-shaped member 72 so that the ring member 88 is not dropped and the ring member 88 is not dropped.

リング部材88は含油メタルにより形成されているので、段付ピン86のテーパ部86bはリング部材88内で回転可能に常時潤滑されている。   Since the ring member 88 is made of oil-impregnated metal, the tapered portion 86b of the stepped pin 86 is always lubricated so as to be rotatable within the ring member 88.

図2(b)に示すように、ピストンロッド34の先端部には、ナックル部材92のネジ部92aがネジ締結されている。ナックル部材92は、図5に示すように、そのネジ部92aの軸方向に隣接してナックル本体92bが形成され、このナックル本体92bにはその軸線方向に対して直交方向に伸びる軸線を有する貫通孔92cが形成されている。   As shown in FIG. 2B, a screw portion 92 a of a knuckle member 92 is screwed to the tip portion of the piston rod 34. As shown in FIG. 5, the knuckle member 92 is formed with a knuckle main body 92b adjacent to the axial direction of the threaded portion 92a. The knuckle main body 92b has an axis extending in a direction orthogonal to the axial direction. A hole 92c is formed.

図6に示すように、軸支持部材68の一対の立上り部68b,68b間には、図5に示すようなナックル部材92のナックル本体92bが中央部に配置されていると共に、ナックル本体92bを囲むように形成された、図7に示すようなロの字部材94(無端部材)が配置されている。   As shown in FIG. 6, a knuckle body 92b of a knuckle member 92 as shown in FIG. 5 is disposed in the center between the pair of rising portions 68b, 68b of the shaft support member 68. A square-shaped member 94 (endless member) as shown in FIG. 7 formed so as to surround is disposed.

このロの字部材94の図中4辺を構成する各辺部材(辺部)の中央部には、互いに対向する嵌合孔96,96及び嵌合孔98,98が開口するように形成されている。嵌合孔96は、軸支持部材68の軸受孔68cと同一軸線上に配置されており、嵌合孔98は、ナックル部材92の貫通孔92cと同一軸線上に配置されている。
A fitting hole 96, 96 and fitting holes 98, 98 facing each other are formed in the central part of each side member (side part) constituting the four sides in the figure of the B-shaped member 94. ing. The fitting hole 96 is arranged on the same axis as the bearing hole 68 c of the shaft support member 68, and the fitting hole 98 is arranged on the same axis as the through hole 92 c of the knuckle member 92.

ロの字部材94の嵌合孔96には、段付ピン100の等径部100aが隙間無く圧入されており、この段付ピン100の段部において等径部100aより大きな径を有するテーパ部100bが、軸支持部材68の軸受孔68c内に配置されている。   An equal diameter portion 100a of the stepped pin 100 is press-fitted without gap into the fitting hole 96 of the B-shaped member 94, and a tapered portion having a larger diameter than the equal diameter portion 100a in the step portion of the stepped pin 100. 100 b is disposed in the bearing hole 68 c of the shaft support member 68.

段付ピン100のテーパ部100bと軸支持部材68の軸受孔68cとの間には、外開きのテーパ状の隙間が形成されており、この隙間には断面がくさび状のリング部材102が隙間無く嵌合して、このリング部材102が脱落しないように、脱落防止用板104を立上り部68bにネジ止めすることにより、リング部材102が保持されている。   An outwardly open tapered gap is formed between the tapered portion 100b of the stepped pin 100 and the bearing hole 68c of the shaft support member 68, and the ring member 102 having a wedge-shaped cross section is formed in this gap. The ring member 102 is held by screwing the drop-off preventing plate 104 to the rising portion 68b so that the ring member 102 is not dropped and is not dropped.

リング部材102は含油メタルにより形成されているので、段付ピン100のテーパ部100bはリング部材102内で回転可能に常時潤滑されている。   Since the ring member 102 is made of oil-impregnated metal, the tapered portion 100b of the stepped pin 100 is always lubricated so as to be rotatable within the ring member 102.

ナックル部材92の貫通孔92cには、両端部にテーパ部106aが形成されたテーパピン106の等径部106bが隙間無く圧入されており、このテーパピン106のテーパ部106aがロの字部材94の嵌合孔98内に配置されている。   In the through hole 92c of the knuckle member 92, an equal-diameter portion 106b of the taper pin 106 having the taper portions 106a formed at both ends is press-fitted without any gap. It is disposed in the joint hole 98.

テーパピン106のテーパ部106aとロの字部材94の嵌合孔98との間には、外開きのテーパ状の隙間が形成されており、この隙間には断面がくさび状のリング部材108が隙間無く嵌合して、このリング部材108が脱落しないように、脱落防止用板110をロの字部材94にネジ止めすることにより、リング部材108が保持されている。   An outwardly open tapered gap is formed between the tapered portion 106a of the taper pin 106 and the fitting hole 98 of the B-shaped member 94, and the wedge-shaped ring member 108 having a wedge-shaped cross section is formed in this gap. The ring member 108 is held by screwing the drop-off prevention plate 110 to the square-shaped member 94 so that the ring member 108 does not fall off.

リング部材108は含油メタルにより形成されているので、テーパピン106のテーパ部106aはリング部材108内で回転可能に常時潤滑されている。   Since the ring member 108 is made of oil-impregnated metal, the tapered portion 106 a of the taper pin 106 is always lubricated so as to be rotatable within the ring member 108.

図8は、連結構造54の組み立て手順を説明するための分解図である。
連結構造54の組み立てを行うときは、まず、連結部材52の連結部53をロの字部材72の内側空間に嵌合させて、連結部53の貫通孔53aとロの字部材72の嵌合孔76との位置を、互いに同一軸線上となるように合わせる。
FIG. 8 is an exploded view for explaining an assembling procedure of the connecting structure 54.
When assembling the connecting structure 54, first, the connecting portion 53 of the connecting member 52 is fitted into the inner space of the U-shaped member 72, and the through hole 53 a of the connecting portion 53 and the U-shaped member 72 are fitted. The positions of the holes 76 are adjusted so that they are on the same axis.

次に、連結部53の貫通孔53aに段付ピン86の等径部86aを圧入させ、段付ピン86の段部が連結部53の、貫通孔53aが開口するその周囲の面に当接して止まるまで、段付ピン86を貫通孔53aに押し込む。   Next, the equal diameter portion 86a of the stepped pin 86 is press-fitted into the through hole 53a of the connecting portion 53, and the stepped portion of the stepped pin 86 comes into contact with the peripheral surface of the connecting portion 53 where the through hole 53a opens. The stepped pin 86 is pushed into the through hole 53a until it stops.

それから、ロの字部材72の嵌合孔76と段付ピン86のテーパ部86bとの間の隙間内にリング部材88を嵌合させ、ロの字部材72、リング部材88及び段付ピン86の各部材間の微小なギャップが無くなるまでリング部材88を押し込む。このようにリング部材88を押し込むために、リング部材88の外側端面に接触させた脱落防止用板90を、ネジ部材の締め付けを介してロの字部材72に向かって押圧する。   Then, the ring member 88 is fitted into the gap between the fitting hole 76 of the U-shaped member 72 and the tapered portion 86b of the stepped pin 86, and the B-shaped member 72, the ring member 88, and the stepped pin 86 are engaged. The ring member 88 is pushed in until there is no minute gap between the members. In order to push the ring member 88 in this way, the drop-off prevention plate 90 brought into contact with the outer end surface of the ring member 88 is pressed toward the square member 72 through tightening of the screw member.

次に、軸支持部材66の一対の立上り部66b,66b間にロの字部材72の外側形状を挟んで、軸支持部材66の軸受孔66cとロの字部材72の嵌合孔74との位置を、互いに同一軸線上となるように合わせる。   Next, the outer shape of the B-shaped member 72 is sandwiched between the pair of rising portions 66b, 66b of the shaft support member 66, and the bearing hole 66c of the shaft support member 66 and the fitting hole 74 of the B-shaped member 72 are formed. The positions are adjusted so that they are on the same axis.

それから、ロの字部材72の嵌合孔74に段付ピン80の等径部80aを圧入させ、段付ピン80の段部がロの字部材72の嵌合孔74が開口するその周囲の面に当接して止まるまで、段付ピン80の等径部80aを嵌合孔74内に押し込む。   Then, the equal-diameter portion 80a of the stepped pin 80 is press-fitted into the fitting hole 74 of the B-shaped member 72, and the stepped portion of the stepped pin 80 is surrounded by the fitting hole 74 of the B-shaped member 72. The equal-diameter portion 80a of the stepped pin 80 is pushed into the fitting hole 74 until it comes into contact with the surface and stops.

次に、ロの字部材72の嵌合孔74と段付ピン80のテーパ部80bとの間の隙間内にリング部材82を嵌合させ、ロの字部材72、リング部材82及び段付ピン80の各部材間の微小なギャップが無くなるまでリング部材82を押し込む。このようにリング部材82を押し込むために、リング部材82の外側端面に接触させた脱落防止用板84を、ネジ部材の締め付けを介して軸支持部材66の立上り部66bに向かって押圧する。
このようにして、連結構造54の組み立てが完了する。
Next, the ring member 82 is fitted into the gap between the fitting hole 74 of the B-shaped member 72 and the tapered portion 80b of the stepped pin 80, and the B-shaped member 72, the ring member 82, and the stepped pin are fitted. The ring member 82 is pushed in until there is no minute gap between the 80 members. In order to push in the ring member 82 in this way, the drop-off prevention plate 84 brought into contact with the outer end face of the ring member 82 is pressed toward the rising portion 66b of the shaft support member 66 through tightening of the screw member.
In this way, the assembly of the connection structure 54 is completed.

図9は、連結構造56の組み立て手順を説明するための分解図である。
連結構造56の組み立てを行うときは、まず、油圧シリンダ32のピストンロッド34の先端部にナックル部材92のネジ部92aをネジ締結させ、このナックル部材92のナックル本体92bをロの字部材94の内側空間に嵌合させて、ナックル部材92の貫通孔92cとロの字部材94の嵌合孔98との位置を、互いに同一軸線上となるように合わせる。
FIG. 9 is an exploded view for explaining an assembling procedure of the connecting structure 56.
When assembling the connecting structure 56, first, the screw portion 92 a of the knuckle member 92 is screwed to the tip of the piston rod 34 of the hydraulic cylinder 32, and the knuckle body 92 b of the knuckle member 92 is attached to the rod-shaped member 94. The inner space is fitted so that the positions of the through hole 92c of the knuckle member 92 and the fitting hole 98 of the U-shaped member 94 are aligned with each other on the same axis.

次に、ナックル部材92の貫通孔92cにテーパピン106の等径部106bを圧入させ、テーパピン106のテーパ部106aと等径部106bとの境界線が、ナックル部材92の貫通孔92cが開口するその周囲の面と一致するまで、テーパピン106の等径部106bを貫通孔92c内に押し込む。   Next, the equal diameter portion 106b of the taper pin 106 is press-fitted into the through hole 92c of the knuckle member 92, and the boundary line between the taper portion 106a and the equal diameter portion 106b of the taper pin 106 opens so that the through hole 92c of the knuckle member 92 opens. The equal-diameter portion 106b of the taper pin 106 is pushed into the through hole 92c until it coincides with the surrounding surface.

それから、ロの字部材94の嵌合孔98とテーパピン106のテーパ部106aとの間の隙間内にリング部材108を嵌合させ、ロの字部材94、リング部材108及びテーパピン106の各部材間の微小なギャップが無くなるまでリング部材108を押し込む。このようにリング部材108を押し込むために、リング部材108の外側端面に接触させた脱落防止用板110を、ネジ部材の締め付けを介してロの字部材94に向かって押圧する。   Then, the ring member 108 is fitted into the gap between the fitting hole 98 of the U-shaped member 94 and the tapered portion 106a of the taper pin 106, and the members of the B-shaped member 94, the ring member 108, and the taper pin 106 are interposed. The ring member 108 is pushed in until the minute gap disappears. In order to push the ring member 108 in this way, the drop-off prevention plate 110 brought into contact with the outer end surface of the ring member 108 is pressed toward the square-shaped member 94 through tightening of the screw member.

次に、軸支持部材68の一対の立上り部68b,68b間にロの字部材94の外側形状を挟んで、軸支持部材68の軸受孔68cとロの字部材94の嵌合孔96との位置を、互いに同一軸線上となるように合わせる。   Next, the outer shape of the U-shaped member 94 is sandwiched between the pair of rising portions 68b, 68b of the shaft supporting member 68, and the bearing hole 68c of the shaft supporting member 68 and the fitting hole 96 of the B-shaped member 94 are formed. The positions are adjusted so that they are on the same axis.

それから、ロの字部材94の嵌合孔96に段付ピン100の等径部100aを圧入させ、段付ピン100の段部がロの字部材94の嵌合孔96が開口するその周囲の面に当接して止まるまで、段付ピン100を嵌合孔96内に押し込む。   Then, the equal-diameter portion 100a of the stepped pin 100 is press-fitted into the fitting hole 96 of the square-shaped member 94, and the stepped portion of the stepped pin 100 is surrounded by the fitting hole 96 of the square-shaped member 94. The stepped pin 100 is pushed into the fitting hole 96 until it comes into contact with the surface and stops.

次に、ロの字部材94の嵌合孔96と段付ピン100のテーパ部100bとの間の隙間内にリング部材102を嵌合させ、ロの字部材94、リング部材102及び段付ピン100の各部材間の微小なギャップが無くなるまでリング部材102を押し込む。このようにリング部材102を押し込むために、リング部材102の外側端面に接触させた脱落防止用板104を、ネジ部材の締め付けを介して軸支持部材68の立上り部68bに向かって押圧する。
このようにして、連結構造56の組み立てが完了する。
Next, the ring member 102 is fitted into the gap between the fitting hole 96 of the B-shaped member 94 and the tapered portion 100b of the stepped pin 100, and the B-shaped member 94, the ring member 102, and the stepped pin are fitted. The ring member 102 is pushed in until there is no minute gap between the 100 members. In order to push the ring member 102 in this way, the drop-off prevention plate 104 brought into contact with the outer end surface of the ring member 102 is pressed toward the rising portion 68b of the shaft support member 68 through tightening of the screw member.
Thus, the assembly of the connection structure 56 is completed.

このような本発明の第1の実施の形態によれば、段付ピン80,86,100、テーパピン106及びピストンロッド34の各軸線がX,Y,Zの3軸に相当し、この3軸各々の周りに自在に、各部材間の相対回転を許容することができるので、連結構造56,54は、油圧シリンダ32及び連結部材52と建築構造体の固定フレーム64,62との連結部において、球面軸受を用いた場合と同様に動作することができる。   According to the first embodiment of the present invention, the axis lines of the stepped pins 80, 86, 100, the taper pin 106, and the piston rod 34 correspond to the three axes of X, Y, and Z. Since the relative rotation between the members can be allowed freely around each of the members, the connecting structures 56 and 54 are connected to the hydraulic cylinder 32 and the connecting member 52 and the fixed frames 64 and 62 of the building structure. It can operate in the same manner as when a spherical bearing is used.

また、球面軸受のように球面を有する部材を用いる必要が無いので、部材に球面を形成するための複雑で高精度の加工を施す必要も無いため、ダンパ連結構造が球面軸受より低価格となる。   Further, since it is not necessary to use a member having a spherical surface like a spherical bearing, it is not necessary to perform complicated and high-precision processing for forming a spherical surface on the member, so that the damper connecting structure is less expensive than the spherical bearing. .

また、各ピンの内側端部を嵌合する孔に圧入したり、外側端部のテーパ部に断面がくさび状のリング部材を嵌合させて構成したため、各構成部材間のガタを確実に除去することができる。   In addition, since the inner end of each pin is press-fitted into the hole to be fitted, or a wedge-shaped ring member is fitted to the tapered portion of the outer end, the play between each component is reliably removed. can do.

また、上記実施の形態によれば、段付ピン80,86,100のテーパ部80b,86b,100bと、それらの等径部80a,86a,100aとの間に、テーパ部の方が径が大きくなるような段部が形成されているため、段付ピンの等径部が圧入する孔に圧入する際に、その孔が開口する面にその段部がぶつかることにより、ピンの圧入が完了したことを容易に知ることができる。   Further, according to the above embodiment, the tapered portion has a diameter between the tapered portions 80b, 86b, 100b of the stepped pins 80, 86, 100 and the equal diameter portions 80a, 86a, 100a. Since the stepped part is formed to be large, when the constant diameter part of the stepped pin is press-fitted into the hole into which the hole is pressed, the stepped part collides with the surface where the hole opens, thereby completing the press-fitting of the pin. You can easily know what you did.

また、上記実施の形態によれば、各ピンのテーパ部が嵌合する部材にあけられた孔は、テーパ部の径より大きな径を有するように構成したため、ピンの等径部が圧入する孔の入口と、その孔に圧入するピンの等径部先端との間の位置合せを目視できるので、その位置合せを容易に行うことができる。   Moreover, according to the said embodiment, since the hole opened in the member which the taper part of each pin fits has a diameter larger than the diameter of a taper part, it is the hole which the equal diameter part of a pin press-fits. Since the alignment between the inlet of the pin and the tip of the constant diameter portion of the pin press-fitted into the hole can be visually confirmed, the alignment can be easily performed.

図10は、本発明の第2の実施の形態に係るダンパ連結構造を示す図である。
前記第1の実施の形態においては、柱と梁により長方形状に構成された建築構造体の対角線上にブレースを設けた場合について説明したのに対し、この第2の実施の形態においては、V字状に配置された2本のブレース121,122の図中下端連結部に連結フレーム124及び軸支持部材68を介して連結構造56と連結し、建築構造体に固定された固定フレーム126に軸支持部材66を介して連結構造54が連結された点において異なるものであり、その他の点においては、前記実施の形態と同様のものである。
FIG. 10 is a view showing a damper coupling structure according to the second embodiment of the present invention.
In the first embodiment, the case where the braces are provided on the diagonal line of the building structure configured in a rectangular shape by the columns and the beams is described, whereas in the second embodiment, the V The two braces 121 and 122 arranged in a letter shape are coupled to the coupling structure 56 via the coupling frame 124 and the shaft support member 68 at the lower end coupling portion in the drawing, and are fixed to the fixed frame 126 fixed to the building structure. The difference is that the connecting structure 54 is connected via the support member 66, and the other points are the same as those of the above embodiment.

このような本発明の第2の実施の形態においても、油圧シリンダ32の両端部と建築構造体との連結部に球面軸受を用いなくとも、連結部において球面軸受を用いた場合と同様に動作させることができ、かつダンパ連結構造が球面軸受より低価格となる他、その各構成部材間のガタを確実に除去することができる。   Even in the second embodiment of the present invention, even if a spherical bearing is not used for the connecting portion between the both ends of the hydraulic cylinder 32 and the building structure, the operation is similar to the case where the spherical bearing is used in the connecting portion. In addition to the fact that the damper coupling structure is less expensive than the spherical bearing, play between the constituent members can be reliably removed.

なお、前記実施の形態においては、軸支持部材66と68の双方が、それぞれの立上り部66b,68bの左右対称形の中心線を、油圧シリンダ32の軸線と平行方向に伸びるように配置させた場合について説明したが、本発明は軸支持部材66と68の一方又は双方の左右対称形の中心線が、油圧シリンダ32の軸線と直交するようにダンパ連結構造を構成することもできる。   In the above-described embodiment, both the shaft support members 66 and 68 are arranged so that the left and right symmetrical centerlines of the rising portions 66b and 68b extend in a direction parallel to the axis of the hydraulic cylinder 32. Although the case has been described, in the present invention, the damper coupling structure may be configured so that the symmetrical center line of one or both of the shaft support members 66 and 68 is orthogonal to the axis of the hydraulic cylinder 32.

また、前記実施の形態においては、本発明を油圧シリンダ32に適用した場合について説明したが、本発明は、連結部において球面軸受と同様の動作をする必要があると共に、各構成部材間のガタを防止する必要があるものであれば、油圧式以外の制震ダンパにも適用することができる。   In the above-described embodiment, the case where the present invention is applied to the hydraulic cylinder 32 has been described. However, the present invention needs to perform the same operation as that of the spherical bearing in the connecting portion, and the backlash between the constituent members. If it is necessary to prevent this, it can be applied to a vibration damper other than the hydraulic type.

油圧シリンダ32を建築構造体に連結するために用いられるダンパ連結構造を示す正面図である。It is a front view which shows the damper connection structure used in order to connect the hydraulic cylinder 32 to a building structure. 連結構造54,56各々の連結状態を示す図であり、図2(a)は連結構造54とその周辺部材との連結状態を示す図、図2(b)は連結構造56とその周辺部材との連結状態を示す図である。FIG. 2A is a view showing a connection state between the connection structures 54 and 56, FIG. 2A is a view showing a connection state between the connection structure 54 and its peripheral members, and FIG. It is a figure which shows these connection states. 軸支持部材66を示す図であり、図3(a)はそれを軸受孔66cの軸線方向から見た図、図3(b)は図3(a)における軸支持部材66のA矢視図である。FIG. 3A is a view showing the shaft support member 66, FIG. 3A is a view of the shaft support member 66 viewed from the axial direction of the bearing hole 66c, and FIG. 3B is a view of the shaft support member 66 in FIG. It is. 連結構造54の組立状態を示す、図2(a)に示す連結構造54のA−A線矢視断面図である。It is an AA arrow directional cross-sectional view of the connection structure 54 shown to Fig.2 (a) which shows the assembly state of the connection structure 54. FIG. ナックル部材92を示す図であり、図5(a)はその貫通孔92cの軸線方向から見た側面図、図5(b)は図5(a)におけるナックル部材92のA矢視図である。FIGS. 5A and 5B are views showing the knuckle member 92, FIG. 5A is a side view seen from the axial direction of the through-hole 92c, and FIG. 5B is a view taken along the arrow A of the knuckle member 92 in FIG. . 連結構造56の組立状態を示す、図2(b)に示す連結構造56のB−B線矢視断面図である。FIG. 6 is a cross-sectional view taken along line B-B of the connection structure 56 shown in FIG. 2B, showing an assembled state of the connection structure 56. 図6におけるロの字部材94を単体で示す正面図である。It is a front view which shows the square-shaped member 94 in FIG. 軸支持部材66と連結部材52の連結部53とを連結する連結構造54の分解図である。FIG. 5 is an exploded view of a connection structure 54 that connects a shaft support member 66 and a connection portion 53 of a connection member 52. 軸支持部材68とピストンロッド34のナックル部材92とを連結する連結構造56の分解図である。FIG. 6 is an exploded view of a connection structure 56 that connects a shaft support member 68 and a knuckle member 92 of a piston rod 34. 本発明の第2の実施の形態に係るダンパ連結構造の取付状態を示す図である。It is a figure which shows the attachment state of the damper connection structure which concerns on the 2nd Embodiment of this invention. 従来のダンパ連結構造を示す図である。It is a figure which shows the conventional damper connection structure. 図11に示すダンパ連結構造の部分拡大図である。It is the elements on larger scale of the damper connection structure shown in FIG. 図11,12における球面軸受60の拡大断面図である。It is an expanded sectional view of the spherical bearing 60 in FIGS.

符号の説明Explanation of symbols

32 油圧シリンダ
34 ピストンロッド
50 油圧式制震ダンパ
52 連結部材
53 連結部
53a 貫通孔
54 連結構造
56 連結構造
57 ブラケット
58 ブラケット
60 球面軸受
61 軸支持部材
62 固定フレーム
63 軸部材
64 固定フレーム
65 軸受内輪部材
66 軸支持部材
66a 底板部
66b 立上り部
66c 軸受孔
67 外輪支持部材
68 軸支持部材
68b 立上り部
68c 軸受孔
69 軸受外輪部材
72 ロの字部材
74 嵌合孔
76 嵌合孔
80 段付ピン
80a 等径部
80b テーパ部
82 リング部材
84 脱落防止用板
86 段付ピン
86a 等径部
86b テーパ部
88 リング部材
90 脱落防止用板
92 ナックル部材
92a ネジ部
92b ナックル本体
92c 貫通孔
94 ロの字部材
96 嵌合孔
98 嵌合孔
100 段付ピン
100a 等径部
100b テーパ部
102 リング部材
104 脱落防止用板
106 テーパピン
106a テーパ部
106b 等径部
108 リング部材
110 脱落防止用板
121,122 ブレース
124 連結フレーム
126 固定フレーム
C1 接触部
C2 接触部
C3 接触部
C4 接触部

32 Hydraulic cylinder 34 Piston rod 50 Hydraulic damping damper 52 Connecting member 53 Connecting portion 53a Through hole 54 Connecting structure 56 Connecting structure 57 Bracket 58 Bracket 60 Spherical bearing 61 Shaft support member 62 Fixed frame 63 Shaft member 64 Fixed frame 65 Bearing inner ring Member 66 Shaft support member 66a Bottom plate portion 66b Rising portion 66c Bearing hole 67 Outer ring support member 68 Shaft support member 68b Rising portion 68c Bearing hole 69 Bearing outer ring member 72 Hollow member 74 Fitting hole 76 Fitting hole 80 Stepped pin 80a Equal-diameter portion 80b Tapered portion 82 Ring member 84 Drop-off prevention plate 86 Stepped pin 86a Equi-diameter portion 86b Taper portion 88 Ring member 90 Drop-off prevention plate 92 Knuckle member 92a Screw portion 92b Knuckle body 92c Through hole 94 Hollow member 96 fitting hole 98 fitting Hole 100 Stepped pin 100a Equal diameter portion 100b Tapered portion 102 Ring member 104 Falling prevention plate 106 Taper pin 106a Taper portion 106b Equal diameter portion 108 Ring member 110 Falling prevention plate 121, 122 Brace 124 Connection frame 126 Fixed frame C1 Contact portion C2 contact part C3 contact part C4 contact part

Claims (7)

建築構造体と制震ダンパの端部との間に連結されて両者間に力を伝えるダンパ連結構造において、
前記建築構造体と前記制震ダンパの端部との間に設けられ、4辺に板状の辺部を有し断面がロの字状となる四角筒状に形成され、互いに対向する一対の前記辺部のそれぞれに同一の軸線上に開口された一対の第1の嵌合孔と、前記一対の辺部と直交する他の一対の前記辺部のそれぞれに、前記一対の第1の嵌合孔の軸線と直交する、同一の軸線上に開口された一対の第2の嵌合孔とを有するロの字部材と、
前記建築構造体に設けられた部材に形成された一対の嵌合孔と、前記一対の第1の嵌合孔のそれぞれに、互いの軸線方向に離れて端面が互いに対向するよう配置された一対の第1のピンのそれぞれが嵌合することにより、前記建築構造体と前記ロの字部材との間を第1の軸線の回りに相対回転可能にする第1回転手段と、
前記制震ダンパに設けられた部材に形成された嵌合孔と、前記一対の第2の嵌合孔のそれぞれに、互いの軸線方向に離れて端面が互いに対向するよう配置された一対の第2のピンのそれぞれが嵌合することにより、前記制震ダンパの端部と前記ロの字部材との間を第2の軸線回りに相対回転可能にする第2回転手段と
を備えたことを特徴とするダンパ連結構造。
In the damper connection structure that is connected between the building structure and the end of the damping damper and transmits the force between them,
A pair of opposingly formed square cylinders provided between the building structure and the end of the damping damper, having plate-like sides on four sides and a cross-section of a square shape. The pair of first fitting holes is inserted into each of the pair of first fitting holes opened on the same axis in each of the side parts and the other pair of side parts orthogonal to the pair of side parts. A B-shaped member having a pair of second fitting holes opened on the same axis perpendicular to the axis of the joint hole ;
A pair of fitting holes formed in a member provided in the building structure and a pair of the first fitting holes that are arranged so that their end faces face each other in the axial direction. First rotating means for allowing relative rotation about a first axis between the building structure and the B-shaped member by fitting each of the first pins;
A pair of first holes arranged in the fitting hole formed in the member provided in the vibration damping damper and the pair of second fitting holes so that the end surfaces are opposed to each other in the axial direction . And a second rotating means for allowing relative rotation about the second axis between the end portion of the damping damper and the U-shaped member by fitting each of the two pins. Damper connection structure.
前記第1、第2のピンの前記ロの字部材の中心から遠い方の外側端部にテーパが形成され、この外側端部が断面がくさび状のリング部材を介して周囲の部材に嵌合することを特徴とする請求項1に記載のダンパ連結構造。   A taper is formed at the outer end of the first and second pins farther from the center of the B-shaped member, and the outer end is fitted to the surrounding member via a ring member having a wedge-shaped cross section. The damper coupling structure according to claim 1, wherein: 前記第1、第2のピンの外側端部と、前記ロの字部材の中心に近い内側端部との間に、前記外側端部の方が径が大きくなるような段部が形成されたことを特徴とする請求項1に記載のダンパ連結構造。   A step portion is formed between the outer end portion of the first and second pins and the inner end portion close to the center of the B-shaped member such that the outer end portion has a larger diameter. The damper connection structure according to claim 1, wherein: 前記第1、第2のピンの外側端部が嵌合する部材にあけられた孔は、前記外側端部の径より大きな径を有することを特徴とする請求項2に記載のダンパ連結構造。   The damper connection structure according to claim 2, wherein a hole formed in a member into which the outer end portions of the first and second pins are fitted has a diameter larger than the diameter of the outer end portion. 前記第1、第2のピンの外側端部に、第1、第2のピンの前記ロの字部材の中心に近い内側端部の径と同じ径から、外側に向かって径が小さくなるようなテーパが形成されたことを特徴とする請求項2に記載のダンパ連結構造。   The outer diameter of the first and second pins is decreased from the same diameter as the inner diameter of the first and second pins near the center of the square member toward the outside. The damper connecting structure according to claim 2, wherein a taper is formed. 前記第1、第2のピンの内側端部が嵌合する孔に圧入され、前記外側端部のテーパと前記断面がくさび状のリング部材が相対回転可能となっていることを特徴とする請求項2又は5に記載のダンパ連結構造。   The inner end portion of the first and second pins is press-fitted into a fitting hole, and the taper of the outer end portion and the ring member having a wedge-shaped cross section are rotatable relative to each other. Item 6. The damper coupling structure according to Item 2 or 5. 前記断面がくさび状のリング部材が含油金属材料により形成されたことを特徴とする請求項6に記載のダンパ連結構造。   The damper coupling structure according to claim 6, wherein the ring member having a wedge-shaped cross section is formed of an oil-containing metal material.
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JP2004044755A (en) * 2002-07-15 2004-02-12 Tatsuji Ishimaru Connection member, connection structure, and damper
JP2004108577A (en) * 2002-08-26 2004-04-08 Hitachi Metals Techno Ltd Hydraulic pressure type damper
JP2006038117A (en) * 2004-07-28 2006-02-09 Kawaguchi Techno Solution Co Ltd Joint part structure for oil damper

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