JP2004256055A - Eccentric spacer having sphere core - Google Patents

Eccentric spacer having sphere core Download PDF

Info

Publication number
JP2004256055A
JP2004256055A JP2003051035A JP2003051035A JP2004256055A JP 2004256055 A JP2004256055 A JP 2004256055A JP 2003051035 A JP2003051035 A JP 2003051035A JP 2003051035 A JP2003051035 A JP 2003051035A JP 2004256055 A JP2004256055 A JP 2004256055A
Authority
JP
Japan
Prior art keywords
eccentric
hole
spherical core
bolt
spacer
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
JP2003051035A
Other languages
Japanese (ja)
Other versions
JP4133440B2 (en
Inventor
Masao Urabe
正男 浦部
Makoto Ueno
眞 上野
Takaaki Einaga
隆昭 永長
Masaki Saito
正樹 斉藤
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.)
Railway Technical Research Institute
Central Japan Railway Co
Original Assignee
Railway Technical Research Institute
Central Japan Railway Co
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Railway Technical Research Institute, Central Japan Railway Co filed Critical Railway Technical Research Institute
Priority to JP2003051035A priority Critical patent/JP4133440B2/en
Publication of JP2004256055A publication Critical patent/JP2004256055A/en
Application granted granted Critical
Publication of JP4133440B2 publication Critical patent/JP4133440B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Images

Abstract

<P>PROBLEM TO BE SOLVED: To provide an eccentric spacer which can easily be applied to a bolt having a positional deviation or an inclined implanted bolt relative to the base, and has a smoothly mountable sphere core. <P>SOLUTION: The eccentric spacer has the sphere core, and is equipped with a first eccentric through-hole 2 receiving the bolt implanted to the base, a cylindrical lower part block 1 having a half spherical recessed part 3 communicating to the upper part of the first eccentric through-hole 2, the cylindrical upper block 5 having the first eccentric through-hole 2' receiving the bolt and a half spherical recessed part 3' communicating to the lower part of the first eccentric through-hole 2', and the sphere core 8 having a second eccentric through-hole 9 receiving the bolt. An assembly body having the sphere core 8 in the spherical space part formed at the inside combined the lower part block 1 with the upper part block 5 is stored into a fixed body having the through-hole. The bolt is applied and penetrated to the second eccentric through-hole 9 of the sphere core 8, and fastened at the upper surface of the fixed body to fix the fixed body at the prescribed position relative to the base. <P>COPYRIGHT: (C)2004,JPO&NCIPI

Description

【0001】
【発明の属する技術分野】
本発明は、磁気浮上式鉄道のガイドウェイの側壁の取付けなどに用いられる球体中子を有する偏芯スペーサに関するものである。
【0002】
【従来の技術】
従来、基礎に植設されるボルトに被固定体を取り付ける際には、被固定体を基礎の所定位置に正しく設置する必要があるが、ボルトを基礎の所定位置に合うように正確に植設することが困難であるために、被固定体の固定を行う時点でボルトの位置の狂いに対応できるように被固定体を調整して取り付けることを可能にするためのスペーサが不可欠になる。
【0003】
そのような状況を考慮して、本願発明者は既に偏芯スペーサ(特願2002−024561)を提案している。
【0004】
【発明が解決しようとする課題】
ところで、磁気浮上鉄道のガイドウェイ側壁などの固定用ボルトは、基礎であるコンクリートに植設される際に、必ずしも基礎に対して垂直な状態になっているとは限らない。
【0005】
ところが、上記した偏芯スペーサは中子が円筒形状であり、その中子を貫通している貫通穴も円柱形状になっているため、基礎に植設されたボルトが基礎に対して傾斜している場合には、その円柱形状の貫通穴にボルトを貫通させることができないといった問題があった。
【0006】
本発明は、上記状況に鑑みて、基礎に対して位置ずれを有するあるいは傾斜して植設されるボルトに対しても簡単に適合でき、取付けが円滑な、球体中子を有する偏芯スペーサを提供することを目的とする。
【0007】
【課題を解決するための手段】
本発明は、上記目的を達成するために、
〔1〕球体中子を有する偏芯スペーサであって、基礎に植設されるボルトを受け入れる第1の偏芯貫通穴とこの第1の偏芯貫通穴の上部に連通する半球形凹部とを有する円筒状の下部ブロックと、前記ボルトを受け入れる第1の偏芯貫通穴とこの第1の偏芯貫通穴の下部に連通する半球形凹部とを有する円筒状の上部ブロックと、前記ボルトを受け入れる第2の偏芯貫通穴を有する球体中子とを備え、前記下部ブロックと上部ブロックとを組み合わせた内側に形成される球形をした空間部に前記球体中子を有する組み立て体を貫通穴を有する被固定体に収容するとともに、前記ボルトが前記球体中子の前記第2の偏芯貫通穴に適合して貫通され、前記基礎に対して前記被固定体を所定位置に固定する。
【0008】
〔2〕上記〔1〕記載の球体中子を有する偏芯スペーサにおいて、前記下部ブロックと上部ブロックの浮き上がり防止板を具備する。
【0009】
〔3〕上記〔1〕又は〔2〕記載の球体中子を有する偏芯スペーサにおいて、前記下部ブロック及び上部ロブロックと前記被固定体の貫通穴との空隙部に装填される詰め物を具備する。
【0010】
〔4〕上記〔1〕記載の球体中子を有する偏芯スペーサにおいて、前記基礎が路盤であり、前記被固定体がガイドウェイの側壁である磁気浮上式鉄道に用いる。
【0011】
【発明の実施の形態】
以下、本発明の実施の形態について、詳細に説明する。
【0012】
図1は本発明の実施例を示す球体中子を有する偏芯スペーサの垂直断面図、図2はその球体中子を有する偏芯スペーサの水平断面図、図3はその斜視図、図4は本発明の実施例を示す球体中子を有する偏芯スペーサを用いた基礎への被固定体の取付け状態を示す分解斜視図である。
【0013】
これらの図において、1は円筒状の下部ブロックであり、この下部ブロック1は、基礎20に植設されるボルト21を受け入れる第1の偏芯貫通穴2と、この第1の偏芯貫通穴2の上部に連通し、球体中子8を載せるための半球形凹部3、螺着用雌ねじ孔4を有している。5は円筒状の上部ブロックであり、この上部ブロック5は基礎20に植設されるボルト21を受け入れる第1の偏芯貫通穴2′と、この第1の偏芯貫通穴2′の下部に連通し、球体中子8上部と接する半球形凹部3′とねじ挿入孔6を有する。
【0014】
一方、球体中子8には、第2の偏芯貫通穴9が形成されており、基礎20に植設されるボルト21が貫通する構造となっている。
【0015】
そこで、下部ブロック1の半球形凹部3に球体中子8を載せて、上部ブロック5の半球形凹部3′に球体中子8の上部が収容できるように上部ブロック5を球体中子8に載せる。すなわち、上部ブロック5と下部ブロック1を組み合わせた内側に形成される球形をした空間部に球体中子8が形成されるように、下部ブロック1と上部ブロック5とをねじ棒7により螺着する。なお、10はこのようにして組み合わされた下部ブロック1と上部ブロック5の第1の偏芯貫通穴2,2′の内周面、11は下部ブロック1と上部ブロック5の外周面を示している。
【0016】
因みに、この組み立て体の寸法例(図1参照)を示すと、第1の偏芯貫通穴2,2′の直径φは64mm、球体中子8の直径φは80mm、第2の偏芯貫通穴9の直径φは35.5mm、下部ブロック1と上部ブロック5の高さLはそれぞれ50mm、下部ブロック1と上部ブロック5の半球形凹部を除いて最も薄い部分の幅Lはそれぞれ15mm、最も厚い部分の幅Lはそれぞれ42mm、下部ブロック1と上部ブロック5の外径φは121mmである。
【0017】
なお、図2において、12は球体中子8の中心、13は下部ブロック1と上部ブロック5の中心であり、それらの中心12と13のシフト量Lは13.5mm、14はこの寸法例の偏芯スペーサにおいて基礎20に植設されるボルト21を受入れでき得る範囲であり、その範囲の直径φは89mmである。
【0018】
次に、図4を参照しながら、球体中子を有する偏芯スペーサの適用について説明する。
【0019】
上記したように、球体中子8が下部ブロック1と上部ブロック5によって収容されるように組み立てられた偏芯スペーサを、被固定体30の所定位置に形成される貫通穴31(その直径φは121mm)に装着し、基礎20に植設されるボルト21に適合するように配置する。すなわち、その際、基礎20の決められた点線位置に被固定体30を固定するために、ボルト21が球体中子8の第2の偏芯貫通穴9を貫通するように上部ブロック5および下部ブロック1の半球形凹部3,3′の位置と球体中子8の第2の偏芯貫通穴9の位置と角度を調整して組み合わせた偏芯スペーサが配置され、その上に厚めの座金24を介して、ボルト21の先端部をナット25によって締着する。
【0020】
このように構成することにより、基礎20に植設されるボルト21が少々傾斜していても、球体中子8を回転させ、第2の偏芯貫通穴9をボルト21の傾斜に対応するように傾斜させることにより、簡単に適合でき、基礎20の正しい位置へ被固定体30を円滑に取り付けることができる。
【0021】
また、上記実施例において、下部ブロック1及び上部ブロック5と被固定体30の貫通穴31との空隙部に、図示しないが詰め物を装填して、より強固な固定を行うようにすることができる。
【0022】
図5は上記した球体中子を有する偏芯スペーサを磁気浮上式鉄道のガイドウェイの構築に適用した例を示す図、図6はそのA部の拡大断面図である。
【0023】
この図において、40はガイドウェイであり、このガイドウェイ40は、路盤41にボルト42が植設され、ガイドウェイ側壁44の脚部の取付部45の貫通穴46に、上記した球体中子を有する偏芯スペーサ47を介してボルト42を貫通させ固定することにより、路盤41に被固定体としてのガイドウェイ側壁44を固定する構成となっている。
【0024】
すなわち、図1〜図4に示したように、球体中子8が下部ブロック1と上部ブロック5によって収容されるように組み立てられた偏芯スペーサ47を、被固定体としてのガイドウェイ側壁44の脚部の取付部45の所定位置に形成される貫通穴46(その直径φは121mm)に装着し、基礎としての路盤41に植設されるボルト42に適合するように配置する。つまり、図6に示すように、ボルト42が球体中子8の第2の偏芯貫通穴9を貫通するように球体中子を有する偏芯スペーサ47が配置され、浮き上がり防止板51(例えば、直径φ118mm)を配置した後、その上に厚めの座金52とスプリングワッシャ53,54を介して、ボルト42の先端部をナット55によって締着する。
【0025】
本実施例は路盤に植設されるボルトの傾斜、位置ずれに対する適用を述べているが、路盤に雌ネジを埋め込んでナット締結の代わりに上からボルトで締結する場合にも同様の効果を奏することができる。
【0026】
なお、本発明の球体中子を有する偏芯スペーサは、この磁気浮上式鉄道のガイドウェイの構築への適用をはじめ広範な用途を有するものであることは言うまでもない。
【0027】
また、本発明は上記実施例に限定されるものではなく、本発明の趣旨に基づいて種々の変形が可能であり、それらを本発明の範囲から排除するものではない。
【0028】
【発明の効果】
以上、詳細に説明したように、本発明によれば、基礎への被固定体の取付けにあたり、基礎に設けられるボルトの位置ずれ、傾斜があっても一定の範囲内であれば、簡単に適合でき、取付けを円滑に行うことができる。
【図面の簡単な説明】
【図1】本発明の実施例を示す球体中子を有する偏芯スペーサの垂直断面図である。
【図2】本発明の実施例を示す球体中子を有する偏芯スペーサの水平断面図である。
【図3】本発明の実施例を示す球体中子を有する偏芯スペーサの斜視図である。
【図4】本発明の実施例を示す球体中子を有する偏芯スペーサを用いた基礎への被固定体の取付け状態を示す分解斜視図である。
【図5】本発明の実施例を示す球体中子を有する偏芯スペーサを磁気浮上式鉄道のガイドウェイの構築に適用した例を示す図である。
【図6】図5のA部拡大断面図である。
【符号の説明】
1 下部ブロック
2,2′ 第1の偏芯貫通穴
3,3′ 半球形凹部
4 螺着用雌ねじ孔
5 上部ブロック
6 ねじ挿入孔
7 ねじ棒
8 球体中子
9 第2の偏芯貫通穴
10 第1の偏芯貫通穴の内周面
11 下部ブロックと上部ブロックの外周面
12 球体中子の中心
13 下部ブロックと上部ブロックの中心
14 偏芯スペーサが受け入れでき得るボルトの存在範囲
20 基礎
21,42 ボルト
24 座金
25,55 ナット
30 被固定体
31,46 貫通穴
40 ガイドウェイ
41 路盤
44 ガイドウェイ側壁
45 ガイドウェイ側壁の脚部の取付部
47 球体中子を有する偏芯スペーサ
51 浮き上がり防止板
52 厚めの座金
53,54 スプリングワッシャ
[0001]
TECHNICAL FIELD OF THE INVENTION
The present invention relates to an eccentric spacer having a spherical core used for mounting a side wall of a guideway of a magnetic levitation railway.
[0002]
[Prior art]
Conventionally, when attaching a fixed body to a bolt that is to be planted on a foundation, it is necessary to correctly install the fixed body at a predetermined position on the foundation. Since it is difficult to fix the object, a spacer is required to enable the object to be adjusted and attached so as to cope with the deviation of the position of the bolt at the time of fixing the object.
[0003]
In view of such a situation, the present inventor has already proposed an eccentric spacer (Japanese Patent Application No. 2002-024561).
[0004]
[Problems to be solved by the invention]
By the way, fixing bolts such as guideway side walls of a magnetic levitation railway are not always perpendicular to the foundation when planted in concrete as a foundation.
[0005]
However, in the above eccentric spacer, the core has a cylindrical shape, and the through hole penetrating the core has a cylindrical shape, so the bolts implanted in the foundation are inclined with respect to the foundation. In such a case, there is a problem that the bolt cannot be penetrated through the cylindrical through hole.
[0006]
In view of the above circumstances, the present invention provides an eccentric spacer having a spherical core that can be easily adapted to a bolt that is misaligned with respect to a foundation or that is implanted with an inclination, and that can be easily mounted. The purpose is to provide.
[0007]
[Means for Solving the Problems]
The present invention, in order to achieve the above object,
[1] An eccentric spacer having a spherical core, comprising: a first eccentric through hole for receiving a bolt implanted in a foundation; and a hemispherical recess communicating with an upper portion of the first eccentric through hole. A cylindrical lower block having a first eccentric through-hole for receiving the bolt and a hemispherical recess communicating with a lower portion of the first eccentric through-hole; and receiving the bolt. A spherical core having a second eccentric through-hole; and a through-hole having an assembly having the spherical core in a spherical space formed inside a combination of the lower block and the upper block. The bolt is accommodated in the body to be fixed, and the bolt is fitted through the second eccentric through-hole of the spherical core to penetrate, and fixes the body to the predetermined position with respect to the foundation.
[0008]
[2] The eccentric spacer having the spherical core according to [1], further comprising a plate for preventing the lower block and the upper block from rising.
[0009]
[3] The eccentric spacer having the spherical core according to the above [1] or [2], further comprising a padding to be loaded into a gap between the lower block and the upper block and the through hole of the fixed body. .
[0010]
[4] The eccentric spacer having a spherical core according to [1], wherein the foundation is a roadbed and the fixed body is a side wall of a guideway, and is used for a magnetic levitation railway.
[0011]
BEST MODE FOR CARRYING OUT THE INVENTION
Hereinafter, embodiments of the present invention will be described in detail.
[0012]
FIG. 1 is a vertical sectional view of an eccentric spacer having a spherical core showing an embodiment of the present invention, FIG. 2 is a horizontal sectional view of an eccentric spacer having the spherical core, FIG. 3 is a perspective view thereof, and FIG. FIG. 4 is an exploded perspective view showing an attached state of a fixed body to a foundation using an eccentric spacer having a spherical core according to an embodiment of the present invention.
[0013]
In these figures, reference numeral 1 denotes a cylindrical lower block. The lower block 1 has a first eccentric through hole 2 for receiving a bolt 21 planted on a foundation 20, and a first eccentric through hole 2 2 has a hemispherical recess 3 for mounting a spherical core 8 thereon, and a female screw hole 4 for screwing. Reference numeral 5 denotes a cylindrical upper block. The upper block 5 has a first eccentric through hole 2 'for receiving a bolt 21 planted on a foundation 20, and a lower portion of the first eccentric through hole 2'. It has a hemispherical recess 3 ′ communicating with the upper part of the spherical core 8 and a screw insertion hole 6.
[0014]
On the other hand, the spherical core 8 has a second eccentric through hole 9 formed therein, and has a structure in which a bolt 21 implanted in a foundation 20 penetrates.
[0015]
Then, the spherical core 8 is placed in the hemispherical recess 3 of the lower block 1 and the upper block 5 is placed on the spherical core 8 so that the upper part of the spherical core 8 can be accommodated in the hemispherical recess 3 ′ of the upper block 5. . That is, the lower block 1 and the upper block 5 are screwed together with the screw rods 7 so that the spherical core 8 is formed in the spherical space formed inside the combination of the upper block 5 and the lower block 1. . Reference numeral 10 denotes the inner peripheral surfaces of the first eccentric through holes 2 and 2 'of the lower block 1 and the upper block 5 thus combined, and 11 denotes the outer peripheral surfaces of the lower block 1 and the upper block 5. I have.
[0016]
Incidentally, indicating example dimensions of the assembly (see FIG. 1), the diameter phi 1 of the first eccentric through hole 2, 2 '64 mm, the diameter phi 2 of the spherical core 8 80 mm, a second polarization The diameter φ 3 of the core through hole 9 is 35.5 mm, the height L 1 of the lower block 1 and the upper block 5 is 50 mm, respectively, and the width L 2 of the thinnest portion of the lower block 1 and the upper block 5 except for the hemispherical concave portions. Is 15 mm, the width L 3 of the thickest part is 42 mm, respectively, and the outer diameter φ 4 of the lower block 1 and the upper block 5 is 121 mm.
[0017]
In FIG. 2, 12 the center of the sphere core 8, 13 is the center of the lower block 1 and the upper block 5, the shift amount L 4 of their centers 12 and 13 13.5 mm, this dimension example 14 a range in eccentric spacers may be receiving a bolt 21 to be implanted to the base 20, the diameter phi 5 of the range is 89 mm.
[0018]
Next, application of the eccentric spacer having a spherical core will be described with reference to FIG.
[0019]
As described above, the eccentric spacer assembled so that the spherical core 8 is accommodated by the lower block 1 and the upper block 5 is inserted into the through hole 31 (having a diameter φ 7) formed at a predetermined position of the fixed body 30. Is mounted on the base 20 so as to fit with the bolt 21 implanted in the foundation 20. That is, at this time, the upper block 5 and the lower block 5 are fixed so that the bolt 21 passes through the second eccentric through hole 9 of the spherical core 8 in order to fix the fixed body 30 at the determined dotted line position of the foundation 20. An eccentric spacer in which the positions of the hemispherical concave portions 3 and 3 'of the block 1 and the positions and angles of the second eccentric through holes 9 of the spherical core 8 are adjusted and combined is disposed, and a thick washer 24 is placed thereon. , The tip of the bolt 21 is fastened by the nut 25.
[0020]
With this configuration, even if the bolt 21 implanted in the foundation 20 is slightly inclined, the spherical core 8 is rotated so that the second eccentric through hole 9 corresponds to the inclination of the bolt 21. The fixed body 30 can be easily fitted, and the fixed body 30 can be smoothly attached to a correct position of the foundation 20.
[0021]
Further, in the above embodiment, a padding (not shown) is loaded in the gap between the lower block 1 and the upper block 5 and the through-hole 31 of the fixed body 30, so that a more secure fixing can be performed. .
[0022]
FIG. 5 is a view showing an example in which the above-described eccentric spacer having a spherical core is applied to the construction of a guideway of a magnetic levitation railway, and FIG. 6 is an enlarged sectional view of a portion A thereof.
[0023]
In this figure, reference numeral 40 denotes a guideway, in which a bolt 42 is implanted in a roadbed 41, and the above-mentioned spherical core is inserted into a through hole 46 of a mounting portion 45 of a leg portion of a guideway side wall 44. The guideway side wall 44 as an object to be fixed is fixed to the roadbed 41 by penetrating and fixing the bolt 42 through the eccentric spacer 47 having the eccentric spacer 47.
[0024]
That is, as shown in FIGS. 1 to 4, the eccentric spacer 47 assembled so that the spherical core 8 is accommodated by the lower block 1 and the upper block 5 is attached to the guideway side wall 44 as a fixed body. through holes 46 are formed at a predetermined position of the mounting portion 45 of the leg portion (the diameter phi 7 is 121mm) mounted on, arranged to fit the bolt 42 to be implanted in the roadbed 41 as a basis. That is, as shown in FIG. 6, the eccentric spacer 47 having the spherical core is arranged so that the bolt 42 passes through the second eccentric through hole 9 of the spherical core 8, and the floating prevention plate 51 (for example, After arranging (diameter φ 6 118 mm), the distal end of the bolt 42 is fastened thereon with a nut 55 via a thick washer 52 and spring washers 53 and 54.
[0025]
Although the present embodiment describes the application to the inclination and displacement of the bolts implanted in the roadbed, the same effect is obtained when the female screws are embedded in the roadbed and bolted from above instead of nuts. be able to.
[0026]
It goes without saying that the eccentric spacer having a spherical core according to the present invention has a wide range of applications including the application to the construction of a guideway of a magnetically levitated railway.
[0027]
Further, the present invention is not limited to the above embodiments, and various modifications are possible based on the spirit of the present invention, and they are not excluded from the scope of the present invention.
[0028]
【The invention's effect】
As described in detail above, according to the present invention, when the fixed body is attached to the foundation, if the bolts provided on the foundation are misaligned or inclined even within a certain range, they can be easily fitted. And installation can be performed smoothly.
[Brief description of the drawings]
FIG. 1 is a vertical sectional view of an eccentric spacer having a spherical core according to an embodiment of the present invention.
FIG. 2 is a horizontal sectional view of an eccentric spacer having a spherical core according to an embodiment of the present invention.
FIG. 3 is a perspective view of an eccentric spacer having a spherical core according to the embodiment of the present invention.
FIG. 4 is an exploded perspective view showing an attached state of a fixed body to a foundation using an eccentric spacer having a spherical core according to an embodiment of the present invention.
FIG. 5 is a diagram showing an example in which an eccentric spacer having a spherical core according to an embodiment of the present invention is applied to construction of a guideway of a magnetic levitation railway.
FIG. 6 is an enlarged sectional view of a portion A in FIG. 5;
[Explanation of symbols]
Reference Signs List 1 lower block 2, 2 'first eccentric through hole 3, 3' hemispherical recess 4 female screw hole 5 for screwing upper block 6 screw insertion hole 7 screw rod 8 spherical core 9 second eccentric through hole 10 Inner peripheral surface 11 of one eccentric through hole 11 Outer peripheral surface of lower block and upper block 12 Center of spherical core 13 Center of lower block and upper block 14 Existence range of bolts that eccentric spacer can accept 20 Bases 21 and 42 Bolt 24 Washer 25, 55 Nut 30 Fixed body 31, 46 Through hole 40 Guide way 41 Roadbed 44 Guide way side wall 45 Attachment part 47 of leg portion of guide way side wall 47 Eccentric spacer 51 having spherical core 51 Lifting prevention plate 52 Thick Washers 53, 54 Spring washers

Claims (4)

(a)基礎に植設されるボルトを受け入れる第1の偏芯貫通穴と該第1の偏芯貫通穴の上部に連通する半球形凹部とを有する円筒状の下部ブロックと、
(b)前記ボルトを受け入れる第1の偏芯貫通穴と該第1の偏芯貫通穴の下部に連通する半球形凹部とを有する円筒状の上部ブロックと、
(c)前記ボルトを受け入れる第2の偏芯貫通穴を有する球体中子とを備え、
(d)前記下部ブロックと上部ブロックとを組み合わせた内側に形成される球形をした空間部に前記球体中子を有する組み立て体を貫通穴を有する被固定体に収容するとともに、
(e)前記ボルトが前記球体中子の前記第2の偏芯貫通穴に適合して貫通され、前記基礎に対して前記被固定体を所定位置に固定する球体中子を有する偏芯スペーサ。
(A) a cylindrical lower block having a first eccentric through-hole for receiving a bolt implanted in a foundation and a hemispherical recess communicating with an upper part of the first eccentric through-hole;
(B) a cylindrical upper block having a first eccentric through hole for receiving the bolt and a hemispherical recess communicating with a lower portion of the first eccentric through hole;
(C) a spherical core having a second eccentric through hole for receiving the bolt,
(D) housing the assembly having the spherical core in a spherical space formed inside the combination of the lower block and the upper block in a fixed body having a through hole;
(E) An eccentric spacer having a spherical core for fixing the fixed body at a predetermined position with respect to the foundation by penetrating the bolt so as to fit in the second eccentric through hole of the spherical core.
請求項1記載の球体中子を有する偏芯スペーサにおいて、前記下部ブロックと上部ブロックの浮き上がり防止板を具備する球体中子を有する偏芯スペーサ。2. The eccentric spacer having a spherical core according to claim 1, wherein the spherical core includes a lifting prevention plate for the lower block and the upper block. 請求項1又は2記載の球体中子を有する偏芯スペーサにおいて、前記下部ブロック及び上部ブロックと前記被固定体の貫通穴との空隙部に装填される詰め物を具備する球体中子を有する偏芯スペーサ。The eccentric spacer having a spherical core according to claim 1 or 2, wherein the spherical core includes a filling material to be loaded into a gap between the lower block and the upper block and a through hole of the fixed body. Spacer. 請求項1記載の球体中子を有する偏芯スペーサにおいて、前記基礎が路盤であり、前記被固定体がガイドウェイの側壁である磁気浮上式鉄道に用いる球体中子を有する偏芯スペーサ。2. The eccentric spacer having a spherical core according to claim 1, wherein the foundation is a roadbed, and the fixed body is a side wall of a guideway and has a spherical core used in a magnetic levitation railway.
JP2003051035A 2003-02-27 2003-02-27 Eccentric spacer with spherical core Expired - Fee Related JP4133440B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2003051035A JP4133440B2 (en) 2003-02-27 2003-02-27 Eccentric spacer with spherical core

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2003051035A JP4133440B2 (en) 2003-02-27 2003-02-27 Eccentric spacer with spherical core

Publications (2)

Publication Number Publication Date
JP2004256055A true JP2004256055A (en) 2004-09-16
JP4133440B2 JP4133440B2 (en) 2008-08-13

Family

ID=33116288

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2003051035A Expired - Fee Related JP4133440B2 (en) 2003-02-27 2003-02-27 Eccentric spacer with spherical core

Country Status (1)

Country Link
JP (1) JP4133440B2 (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2006051626A1 (en) * 2004-11-10 2006-05-18 Taisei Corporation Non-magnetic concrete structure, sidewall of guideway and method for installing sidewall of guideway
JP2006274724A (en) * 2005-03-30 2006-10-12 Railway Technical Res Inst Installation method for body to be tightened on foundation

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2006051626A1 (en) * 2004-11-10 2006-05-18 Taisei Corporation Non-magnetic concrete structure, sidewall of guideway and method for installing sidewall of guideway
US7640864B2 (en) 2004-11-10 2010-01-05 Taisei Corporation Non-magnetic concrete structure, a sidewall for a guideway and a method for installing such a sidewall for the guideway
JP2006274724A (en) * 2005-03-30 2006-10-12 Railway Technical Res Inst Installation method for body to be tightened on foundation
JP4675661B2 (en) * 2005-03-30 2011-04-27 財団法人鉄道総合技術研究所 Installation method of the body to be fastened to the roadbed

Also Published As

Publication number Publication date
JP4133440B2 (en) 2008-08-13

Similar Documents

Publication Publication Date Title
CA3103889C (en) Connector for precast concrete structures
JP2008144425A (en) Positioning tool
JP2004256055A (en) Eccentric spacer having sphere core
US5833206A (en) Universal foot for telecommunications switching cabinet
JPH0674227A (en) Anchor bolt washer
JP2840117B2 (en) Base mounting structure
JP2649782B2 (en) A device that supports a fixed level without removing the rubber bearing.
JP2000160682A (en) Metal fitting for fixing column base
JP2009077559A (en) Hand-hole
CN218863659U (en) Assembled antidetonation support
JPH09125410A (en) Laminated rubber support structure
JPH1163101A (en) Base isolation device and base isolation structure of lightweight building
JP3431885B2 (en) Seismic isolation device for buildings
CN212003930U (en) Anti-seismic connecting component
JPH10213179A (en) Base-isolated support structure
JP3862612B2 (en) Inclined road marking device
JPH0338350Y2 (en)
JP4911464B2 (en) Adjuster device, base, furniture and adjuster
JPH0941407A (en) Embedded case
JP2024064836A (en) Base structure
JPH10246286A (en) Base isolation device and aseismatic device
KR200358925Y1 (en) Connecting structure of poles and the pole connector
JP2801946B2 (en) Base mounting structure
JP4675661B2 (en) Installation method of the body to be fastened to the roadbed
JPS592382Y2 (en) Mutual fixings for built-in pipes

Legal Events

Date Code Title Description
A621 Written request for application examination

Free format text: JAPANESE INTERMEDIATE CODE: A621

Effective date: 20050810

TRDD Decision of grant or rejection written
A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

Effective date: 20080507

A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20080602

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20110606

Year of fee payment: 3

R150 Certificate of patent or registration of utility model

Free format text: JAPANESE INTERMEDIATE CODE: R150

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20110606

Year of fee payment: 3

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20110606

Year of fee payment: 3

S533 Written request for registration of change of name

Free format text: JAPANESE INTERMEDIATE CODE: R313533

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20110606

Year of fee payment: 3

R350 Written notification of registration of transfer

Free format text: JAPANESE INTERMEDIATE CODE: R350

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20120606

Year of fee payment: 4

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20120606

Year of fee payment: 4

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20130606

Year of fee payment: 5

S111 Request for change of ownership or part of ownership

Free format text: JAPANESE INTERMEDIATE CODE: R313117

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R350 Written notification of registration of transfer

Free format text: JAPANESE INTERMEDIATE CODE: R350

LAPS Cancellation because of no payment of annual fees