JP2004028188A - Hydraulic damper - Google Patents

Hydraulic damper Download PDF

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Publication number
JP2004028188A
JP2004028188A JP2002184342A JP2002184342A JP2004028188A JP 2004028188 A JP2004028188 A JP 2004028188A JP 2002184342 A JP2002184342 A JP 2002184342A JP 2002184342 A JP2002184342 A JP 2002184342A JP 2004028188 A JP2004028188 A JP 2004028188A
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JP
Japan
Prior art keywords
piston
piston rod
hydraulic damper
rods
hydraulic
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Granted
Application number
JP2002184342A
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Japanese (ja)
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JP4116828B2 (en
Inventor
Yuji Kotake
小竹 祐治
Takayuki Suzuki
鈴木 隆之
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Senqcia Corp
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Hitachi Metals Techno Ltd
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Priority to JP2002184342A priority Critical patent/JP4116828B2/en
Publication of JP2004028188A publication Critical patent/JP2004028188A/en
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Publication of JP4116828B2 publication Critical patent/JP4116828B2/en
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  • Vibration Prevention Devices (AREA)
  • Fluid-Damping Devices (AREA)

Abstract

<P>PROBLEM TO BE SOLVED: To provide a hydraulic damper surely clamping a piston so as not to be loosened when a piston and a pair of piston rods are assembled in the both rods type hydraulic damper. <P>SOLUTION: This hydraulic damper is provided with the piston 6 retained by being clamped between the two piston rods 10a and 10b. The piston 6 is retained by removing a clearance between one piston rod 10b and the piston 6 formed when a prescribed value or more tensile load is applied to the other piston rod 10a, with the tensile load applied thereto. Because the piston is surely clamped between the pair of piston rods so as not to be loosened, the loosening of the fixing of the piston clamped between the piston rods when the hydraulic damper is damped can be prevented. <P>COPYRIGHT: (C)2004,JPO

Description

【0001】
【発明の属する技術分野】
本発明は、ピストンの軸線方向両側にピストンロッドが突出するような両ロッド形式の油圧式制震ダンパに関し、特にその両側の一対のピストンロッドとその間のピストンとの組立てに関するものである。
【0002】
【従来の技術】
一般的な油圧式制震ダンパとしては、図5に示すようなものがある。
同図の油圧式制震ダンパ2において、油圧シリンダ4内にはその軸線方向に往復運動するピストン6が収納され、このピストン6の軸線方向両側には油圧室8a、8bが形成され、これらの両油圧室8a、8b内には作動油が充填されている。ピストンロッド10は、ピストン6の軸線方向両端から突出するように設けられた両ロッド形式になっている。
【0003】
油圧シリンダ4の一端部には、連結部材12の一端部が連結されており、この連結部材12の他端部はボールジョイント14を介して建築物の構造体の一方に連結されている。一方、ピストンロッド10のピストン6に対して連結部材12と反対側の一端部は、ボールジョイント14を介して建築物の構造体の他方に連結されている。
【0004】
前記建築物の構造体において、このような油圧式制震ダンパ2にその軸線方向に地震等の外力が加わった場合、油圧シリンダ4とピストン6との間には相対移動が発生し、ピストン6の端面には、移動の向きとは反対の向きに、バルブ16を通って油圧室8a、8b間を移動する作動油からの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2は制震動作をすることができる。
【0005】
上記両ロッド形式の油圧式制震ダンパ2における、従来のピストン6及びピストンロッド10の構造としては、図6に示すように、ピストン6とピストンロッド10が一体的に成形されたものがあった。しかし、このような一体成形のピストン6の内部に、同図に示すような減衰バルブ16を設ける場合には、実際には加工困難であるため、ピストン6とピストンロッド10を分離することができる構造とする必要がある。
【0006】
そのため、図7に示すように、ピストンロッド10の長さ方向の中央部分にネジ構造を設け、ピストン6の両側端面をナット17で締付けて固定する構造があった。しかしこのような構造では、組立後にナット17が前記ピストン6内部に設けたバルブ16の出入口を塞ぐこととなる。そのため、後でピストン6内部のバルブ16の調整、交換ができないという問題が生じる。
【0007】
そこで図8に示すように、ピストンロッドを2つのピストンロッド10a、10bに分割して、それぞれの結合側の端部に雄ネジ18と雌ネジ20を設けて、ピストンロッド10aの段部22と、ピストンロッド10bの端面の肩部24により、ピストン6の内部の2つの段部を挟んで締め付ける構造が採用された。
【0008】
このような構造では、前記油圧式制震ダンパ2の制震動作時において、ピストン6に最大減衰力が加わっても、ピストンロッド10a、10b間に挟みこまれたピストン6が緩まないようにするため、ピストンロッド10a、10b間に一定以上の締付けトルクを加えることにより、軸線方向に最大減衰力以上の荷重を発生させてピストン6を挟みこむことが望ましい。
【0009】
【発明が解決しようとする課題】
しかしながら、このような構造では、両側のピストンロッド10aと10bのネジ結合の際、軸線方向に最大減衰力以上の荷重を発生させてピストン6を挟み込むために必要な締付けトルクの他に、ピストンロッド10aの段部22と、ピストンロッド10bの肩部24の各々と、ピストン6の接触面との間で生ずる摩擦力等に費やす締付けトルクも必要とされるため、更に締付けトルクを増やす必要があるが、その増分量はそれらの間の摩擦係数等によって変動する。そのため、締付けトルクによってピストン6を挟み込むための荷重を管理することは非常に困難であった。
【0010】
そこで本発明は、上記問題点に鑑みて、両ロッド形式の油圧式制震ダンパにおける、ピストンと一対のピストンロッドの組立ての際に、ピストンが確実に緩まないように挟み込まれるようにすることができる油圧式制震ダンパを提供することを課題とするものである。
【0011】
【課題を解決するための手段】
上記課題を解決するために、本発明による油圧式制震ダンパは、2つのピストンロッドに挟まれて保持されるピストンを有する油圧式制震ダンパにおいて、一方のピストンロッドに所定値以上の引張荷重を付加させた際に生じる他方のピストンロッドとピストンとの隙間を、前記引張荷重を付加させた状態で除去させることによりピストンを保持することを特徴とするものである。
【0012】
【発明の実施の形態】
以下、本発明の実施の形態について、図面に基づいて具体的に説明する。
図1ないし図4は、本発明による油圧式制震ダンパの一実施の形態について説明するために参照する図である。
【0013】
図1ないし図4に示す、本発明の一実施の形態に係る油圧式制震ダンパの説明においては、前記従来の油圧式制震ダンパと同じ部分には同じ符号を付して説明し、従来と同様の構成や作用の重複する説明は省略するものとする。
【0014】
図1は、ピストンロッド10a、10bとピストン6が組み立てられる前の状態を示している。ピストンロッド10aの一端部には雄ネジ部18が形成され、更にこの雄ネジ部18の半径方向内側の軸孔の周部には後述する最大減衰力に耐え得る雌ネジ部26(引張治具取付部)が設けられている。ピストンロッド10bの一端部には前記雄ネジ部18にネジ結合する雌ネジ部20が設けられ、このピストンロッド10bは中空の管状となっている。
【0015】
ピストン6には、その軸線部に沿って貫通する通し孔21が設けられ、この通し孔21の両端より外側にはこの通し孔21の径より大きな径の孔が設けられている。
図2には、ピストンロッド10a、10b、及びピストン6が組み立てられた状態を示している。
【0016】
本実施例による組立作業は、以下の工程による。
まず図3に示すように、ピストンロッド10a、10b、及びピストン6を仮組立する。その後、両端部に雄ネジ部28a、28bが形成されている反力ボルト30(引張治具)をピストンロッド10b内に挿入し、その一方の雄ネジ部28aをピストンロッド10aの先端部の雌ネジ部26にネジ結合させる。そして反力ボルト30の他方の雄ネジ部28bに、それに対向して雌ネジ部33が形成されている反力プレート32(引張治具)のその雌ネジ部33をネジ結合させる。
【0017】
次に図4に示すように、ピストン6のバルブ16用の孔が無い部分と反力プレート32の間にジャッキ34を配置して、このジャッキ34により反力プレート32にそれをピストンロッド10bから引離す側(図中左側)に荷重を付加することで、反力ボルト30の雄ネジ部28aを介して、ピストンロッド10aの先端部内側の雌ネジ部26を引張ることにより、ピストンロッド10aの雄ネジ部18に最大減衰力以上の引張り荷重を加える。このことにより、ピストンロッド10aの段部22が接触するピストン6の接触面と段部22との間にも同等の、最大減衰力以上の荷重が発生する。ちなみに最大減衰力とは、油圧式制震ダンパ2の制震動作時に作用する最大荷重を意味するものとする。
【0018】
逆に、ピストンロッド10bの肩部24が接触するピストン6の接触面と肩部24との間では、上記同等の荷重分だけ軽減されるか、またはピストンロッド10aの段部22と雄ネジ18の間の部分の伸びにより隙間が生ずることとなる。このことにより、ピストンロッド10bの雌ネジ部20はピストンロッド10aの雄ネジ部18に更に締め付けることができ、このことにより、ピストンロッド10bの肩部24が接触するピストン6の接触面にその肩部24が隙間無く接触する。
【0019】
上記ピストンロッド10bの雌ネジ部20をピストンロッド10aの雄ネジ部18へ締め付けて肩部24がピストン6の接触面に接触した後に、ジャッキ34を外して反力ボルト30による荷重を解除すると、ピストンロッド10aと反力ボルト30の間に生じていた引張り荷重が、ピストンロッド10aの段部22とピストンロッド10bの肩部24の間に生じることとなり、ピストン6はピストンロッド10aと10bの間に最大減衰力以上の荷重で挟み込まれることとなる。
【0020】
以上の作業終了後に反力ボルト30及び反力プレート32を取り外すことにより、ピストン6とピストンロッド10a、10bの組立作業が完了する。この結果、ピストンロッド10aの段部22及びピストンロッド10bの肩部24の各々とピストン6の接触面との間には、ピストン6の軸線方向に油圧式制震ダンパ2の最大減衰力以上の荷重が加わっているため、油圧式制震ダンパ2の制震動作時に、雄ネジ部18と雌ネジ部20の締付けが緩んでピストン6の固定が緩むことはない。
【0021】
【発明の効果】
以上説明したように、本発明による油圧式制震ダンパによれば、ピストンが一対のピストンロッド間に所定値以上の荷重で挟み込まれるので、油圧式制震ダンパの制震動作時にピストンロッド間に挟みこまれたピストンの固定が緩まないようにすることができる。
【図面の簡単な説明】
【図1】本発明による油圧式制震ダンパの一実施の形態に係るピストン6とピストンロッド10a、10bを組み立てる前の状態を示す各々の断面図である。
【図2】図1におけるピストン6とピストンロッド10a、10bを組み立てた状態を示す断面図である。
【図3】図2におけるピストン6とピストンロッド10a、10bの組み立て工程を示す断面図である。
【図4】図2におけるピストン6とピストンロッド10a、10bの別の組み立て工程を示す断面図である。
【図5】従来の一般的な油圧式制震ダンパ2の断面図である。
【図6】従来のピストン6及びピストンロッド10の構造を示す側面図である。
【図7】他の従来のピストン6及びピストンロッド10の構造を示す断面図である。
【図8】他の従来のピストン6及びピストンロッド10a、10bの構造を示す断面図である。
【符号の説明】
2 油圧式制震ダンパ
4 油圧シリンダ
6 ピストン
8a,8b 油圧室
10,10a,10b ピストンロッド
12 連結部材
14 ボールジョイント
16 減衰バルブ
17 ナット
18 雄ネジ部
20 雌ネジ部
21 通し孔
22 段部
24 肩部
26 雌ネジ部
28a 雄ネジ部
28b 雄ネジ部
30 反力ボルト
32 反力プレート
33 雌ネジ部
34 ジャッキ
[0001]
TECHNICAL FIELD OF THE INVENTION
The present invention relates to a double rod type hydraulic damper in which a piston rod projects on both axial sides of a piston, and more particularly to assembling a pair of piston rods on both sides thereof and a piston therebetween.
[0002]
[Prior art]
As a general hydraulic damper, there is one shown in FIG.
In the hydraulic damper 2 shown in FIG. 1, a piston 6 that reciprocates in the axial direction is accommodated in a hydraulic cylinder 4, and hydraulic chambers 8 a and 8 b are formed on both sides of the piston 6 in the axial direction. Both hydraulic chambers 8a and 8b are filled with hydraulic oil. The piston rod 10 is of a double rod type provided to project from both axial ends of the piston 6.
[0003]
One end of a hydraulic cylinder 4 is connected to one end of a connecting member 12, and the other end of the connecting member 12 is connected to one of the structures of the building via a ball joint 14. On the other hand, one end of the piston rod 10 opposite to the connecting member 12 with respect to the piston 6 is connected to the other of the building structure via a ball joint 14.
[0004]
In the structure of the building, when an external force such as an earthquake is applied to the hydraulic damper 2 in the axial direction, relative movement occurs between the hydraulic cylinder 4 and the piston 6, and the piston 6 The damping force from the hydraulic oil moving between the hydraulic chambers 8a and 8b through the valve 16 is applied to the end face of the hydraulic damper 2 in the direction opposite to the moving direction. Can perform vibration control.
[0005]
As a conventional structure of the piston 6 and the piston rod 10 in the hydraulic damper 2 of the double rod type, there is a structure in which the piston 6 and the piston rod 10 are integrally formed as shown in FIG. . However, when the damping valve 16 as shown in the figure is provided inside the integrally formed piston 6, it is actually difficult to machine the piston 6, and the piston 6 and the piston rod 10 can be separated. It must be structured.
[0006]
Therefore, as shown in FIG. 7, there is a structure in which a screw structure is provided at a central portion in the length direction of the piston rod 10, and both end surfaces of the piston 6 are fastened and fixed with nuts 17. However, in such a structure, the nut 17 closes the entrance and exit of the valve 16 provided inside the piston 6 after assembly. This causes a problem that the valve 16 inside the piston 6 cannot be adjusted or replaced later.
[0007]
Therefore, as shown in FIG. 8, the piston rod is divided into two piston rods 10a and 10b, and a male screw 18 and a female screw 20 are provided at the respective ends on the coupling side so that the step 22 of the piston rod 10a is A structure is adopted in which the shoulder 24 on the end face of the piston rod 10b clamps the two steps inside the piston 6 so as to be clamped.
[0008]
In such a structure, even when the maximum damping force is applied to the piston 6 during the vibration damping operation of the hydraulic damper 2, the piston 6 sandwiched between the piston rods 10a and 10b is not loosened. Therefore, it is desirable to apply a tightening torque equal to or more than a certain value between the piston rods 10a and 10b to generate a load equal to or greater than the maximum damping force in the axial direction and pinch the piston 6.
[0009]
[Problems to be solved by the invention]
However, in such a structure, when screw-connecting the piston rods 10a and 10b on both sides, in addition to the tightening torque required to pinch the piston 6 by generating a load greater than the maximum damping force in the axial direction, the piston rod 10 Since a tightening torque for frictional force or the like generated between the step 22 of the piston 10a, the shoulder 24 of the piston rod 10b, and the contact surface of the piston 6 is also required, it is necessary to further increase the tightening torque. However, the increment varies depending on the coefficient of friction between them. Therefore, it was very difficult to control the load for pinching the piston 6 by the tightening torque.
[0010]
Accordingly, the present invention has been made in view of the above-described problems, and in a double rod type hydraulic damper, when assembling a piston and a pair of piston rods, the piston is surely pinched so as not to be loosened. It is an object of the present invention to provide a hydraulic damper that can be used.
[0011]
[Means for Solving the Problems]
In order to solve the above problems, a hydraulic damper according to the present invention is a hydraulic damper having a piston that is held between two piston rods. The piston is held by removing a gap between the other piston rod and the piston, which is generated when the piston rod is added, with the tensile load being applied.
[0012]
BEST MODE FOR CARRYING OUT THE INVENTION
Hereinafter, embodiments of the present invention will be specifically described with reference to the drawings.
FIGS. 1 to 4 are diagrams referred to for describing an embodiment of a hydraulic damper according to the present invention.
[0013]
In the description of the hydraulic damper according to the embodiment of the present invention shown in FIGS. 1 to 4, the same parts as those of the conventional hydraulic damper are denoted by the same reference numerals and described. The description of the same configuration and operation as in the first embodiment will be omitted.
[0014]
FIG. 1 shows a state before the piston rods 10a and 10b and the piston 6 are assembled. A male screw portion 18 is formed at one end of the piston rod 10a, and a female screw portion 26 (tensile jig) capable of withstanding a maximum damping force, which will be described later, is formed around a shaft hole radially inside the male screw portion 18. Mounting part) is provided. At one end of the piston rod 10b, there is provided a female screw portion 20 which is screw-coupled to the male screw portion 18, and the piston rod 10b has a hollow tubular shape.
[0015]
The piston 6 is provided with a through hole 21 penetrating along the axis thereof, and a hole having a diameter larger than the diameter of the through hole 21 is provided outside both ends of the through hole 21.
FIG. 2 shows a state where the piston rods 10a and 10b and the piston 6 are assembled.
[0016]
The assembling work according to the present embodiment is based on the following steps.
First, as shown in FIG. 3, the piston rods 10a and 10b and the piston 6 are temporarily assembled. Thereafter, a reaction bolt 30 (tensile jig) having male screw portions 28a and 28b formed at both ends is inserted into the piston rod 10b, and one of the male screw portions 28a is inserted into the female portion at the tip of the piston rod 10a. The screw 26 is screwed. Then, the female screw portion 33 of the reaction force plate 32 (tensile jig) in which the female screw portion 33 is formed to face the other male screw portion 28 b of the reaction force bolt 30 is screwed.
[0017]
Next, as shown in FIG. 4, a jack 34 is arranged between the portion of the piston 6 having no hole for the valve 16 and the reaction force plate 32, and the jack 34 causes the reaction force plate 32 to be moved from the piston rod 10 b to the reaction force plate 32. By applying a load to the separating side (the left side in the figure), the female screw portion 26 inside the distal end portion of the piston rod 10a is pulled through the male screw portion 28a of the reaction force bolt 30, so that the piston rod 10a A tensile load equal to or greater than the maximum damping force is applied to the male screw portion 18. As a result, a load equal to or greater than the maximum damping force is generated between the step portion 22 and the contact surface of the piston 6 with which the step portion 22 of the piston rod 10a contacts. By the way, the maximum damping force means the maximum load acting during the vibration control operation of the hydraulic vibration damper 2.
[0018]
Conversely, between the shoulder 24 and the contact surface of the piston 6 with which the shoulder 24 of the piston rod 10b comes into contact, the equivalent load is reduced or the shoulder 22 of the piston rod 10a and the male screw 18 A gap is generated due to the extension of the portion between the two. As a result, the female screw portion 20 of the piston rod 10b can be further tightened to the male screw portion 18 of the piston rod 10a, whereby the shoulder 24 of the piston rod 10b comes into contact with the contact surface of the piston 6 with the shoulder. The portions 24 come into contact without any gap.
[0019]
After the female thread 20 of the piston rod 10b is tightened to the male thread 18 of the piston rod 10a and the shoulder 24 comes into contact with the contact surface of the piston 6, the jack 34 is removed to release the load by the reaction force bolt 30. The tensile load generated between the piston rod 10a and the reaction force bolt 30 is generated between the shoulder 22 of the piston rod 10a and the shoulder 24 of the piston rod 10b, and the piston 6 is moved between the piston rods 10a and 10b. Is caught by a load greater than the maximum damping force.
[0020]
After the above operation is completed, the reaction bolt 30 and the reaction plate 32 are removed to complete the assembly of the piston 6 and the piston rods 10a and 10b. As a result, the gap between each of the shoulder 22 of the piston rod 10a and the shoulder 24 of the piston rod 10b and the contact surface of the piston 6 is equal to or more than the maximum damping force of the hydraulic damper 2 in the axial direction of the piston 6. Since the load is applied, the tightening of the male screw portion 18 and the female screw portion 20 is not loosened and the fixing of the piston 6 is not loosened during the vibration control operation of the hydraulic vibration damper 2.
[0021]
【The invention's effect】
As described above, according to the hydraulic damper of the present invention, the piston is sandwiched between the pair of piston rods with a load equal to or greater than the predetermined value. The fixation of the pinched piston can be prevented from being loosened.
[Brief description of the drawings]
FIG. 1 is a sectional view showing a state before assembling a piston 6 and piston rods 10a and 10b according to an embodiment of a hydraulic damper according to the present invention.
FIG. 2 is a sectional view showing a state in which a piston 6 and piston rods 10a and 10b in FIG. 1 are assembled.
FIG. 3 is a sectional view showing an assembling process of the piston 6 and the piston rods 10a and 10b in FIG.
FIG. 4 is a cross-sectional view showing another assembly process of the piston 6 and the piston rods 10a and 10b in FIG.
FIG. 5 is a sectional view of a conventional general hydraulic damper 2;
FIG. 6 is a side view showing the structure of a conventional piston 6 and piston rod 10.
FIG. 7 is a sectional view showing the structure of another conventional piston 6 and piston rod 10.
FIG. 8 is a sectional view showing the structure of another conventional piston 6 and piston rods 10a and 10b.
[Explanation of symbols]
2 Hydraulic vibration damper 4 Hydraulic cylinder 6 Piston 8a, 8b Hydraulic chamber 10, 10a, 10b Piston rod 12 Connecting member 14 Ball joint 16 Damping valve 17 Nut 18 Male thread 20 Female thread 21 Through hole 22 Step 24 Shoulder Part 26 female screw part 28a male screw part 28b male screw part 30 reaction force bolt 32 reaction force plate 33 female screw part 34 jack

Claims (4)

2つのピストンロッドに挟まれて保持されるピストンを有する油圧式制震ダンパにおいて、一方のピストンロッドに所定値以上の引張荷重を付加させた際に生じる他方のピストンロッドとピストンとの隙間を、前記引張荷重を付加させた状態で除去させることによりピストンを保持することを特徴とする油圧式制震ダンパ。In a hydraulic damper having a piston that is held between two piston rods, a gap between the other piston rod and the piston, which is generated when a tensile load of a predetermined value or more is applied to one piston rod, A hydraulic damper, wherein the piston is held by removing the piston with the tensile load applied. 前記一方のピストンロッドの先端部に引張治具取付部を設けるようにした請求項1に記載の油圧式制震ダンパ。The hydraulic damper according to claim 1, wherein a tension jig mounting portion is provided at a tip end of the one piston rod. 前記一方のピストンロッドの先端部と引張治具とがネジ結合により結合されるようにした請求項2に記載の油圧式制震ダンパ。3. The hydraulic vibration damper according to claim 2, wherein a tip end of said one piston rod and a tension jig are connected by a screw connection. 前記ネジ結合が制震動作時の最大減衰力に耐え得る強度を有するようにした請求項3に記載の油圧式制震ダンパ。The hydraulic damper according to claim 3, wherein the screw connection has a strength that can withstand a maximum damping force during the vibration control operation.
JP2002184342A 2002-06-25 2002-06-25 Hydraulic seismic damper Expired - Fee Related JP4116828B2 (en)

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP3152574U (en) * 2008-12-31 2009-08-06 清瑞機械有限公司 Shock absorber

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP3152574U (en) * 2008-12-31 2009-08-06 清瑞機械有限公司 Shock absorber

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