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JP4133440B2 - Eccentric spacer with spherical core - Google Patents

Eccentric spacer with spherical core Download PDF

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Publication number
JP4133440B2
JP4133440B2 JP2003051035A JP2003051035A JP4133440B2 JP 4133440 B2 JP4133440 B2 JP 4133440B2 JP 2003051035 A JP2003051035 A JP 2003051035A JP 2003051035 A JP2003051035 A JP 2003051035A JP 4133440 B2 JP4133440 B2 JP 4133440B2
Authority
JP
Japan
Prior art keywords
eccentric
spherical core
hole
spacer
bolt
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.)
Expired - Fee Related
Application number
JP2003051035A
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Japanese (ja)
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JP2004256055A (en
Inventor
正男 浦部
眞 上野
隆昭 永長
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
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Priority to JP2003051035A priority Critical patent/JP4133440B2/en
Publication of JP2004256055A publication Critical patent/JP2004256055A/en
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Publication of JP4133440B2 publication Critical patent/JP4133440B2/en
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  • Connection Of Plates (AREA)
  • Bolts, Nuts, And Washers (AREA)

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φ1 は64mm、球体中子8の直径φ2 は80mm、第2の偏芯貫通穴9の直径φ3 は35.5mm、下部ブロック1と上部ブロック5の高さL1 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L2 はそれぞれ15mm、最も厚い部分の幅L3 はそれぞれ42mm、下部ブロック1と上部ブロック5の外径φ4 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L4 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φ5 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φ7 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φ7 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φ6 118mm)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]
BACKGROUND OF THE INVENTION
The present invention relates to an eccentric spacer having a spherical core used for attaching a side wall of a guideway of a magnetic levitation railway.
[0002]
[Prior art]
Conventionally, when a fixed body is attached to a bolt to be planted on the foundation, it is necessary to correctly install the fixed body at a predetermined position on the foundation, but the bolt is accurately planted to fit the predetermined position on the foundation. Since it is difficult to do so, a spacer is required to make it possible to adjust and attach the fixed body so as to be able to cope with an error in the position of the bolt when the fixed body is fixed.
[0003]
In consideration 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 a guideway side wall of a magnetic levitation railway are not always in a state of being perpendicular to the foundation when planted in concrete as a foundation.
[0005]
However, the eccentric spacer described above has a cylindrical core, and the through-hole passing through the core also has a cylindrical shape. Therefore, the bolts embedded in the foundation are inclined with respect to the foundation. When there is, there was a problem that a bolt could not be penetrated to 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 bolts that are displaced relative to the foundation or that are inclined and planted. The purpose is to provide.
[0007]
[Means for Solving the Problems]
In order to achieve the above object, the present invention provides
[1] An eccentric spacer having a spherical core, comprising: a first eccentric through hole that receives a bolt to be planted on a foundation; and a hemispherical concave portion that communicates with an upper portion of the first eccentric through hole. A cylindrical lower block, a cylindrical upper block having a first eccentric through hole that receives the bolt, and a hemispherical recess that communicates with a lower portion of the first eccentric through hole, and the bolt A spherical core having a second eccentric through hole, and having a through hole in the assembly having the spherical core in a spherical space formed inside the lower block and the upper block. The bolt is accommodated in the fixed body, and the bolt is passed through the second eccentric through hole of the spherical core to fix the fixed body in a predetermined position with respect to the foundation.
[0008]
[2] In the eccentric spacer having the spherical core according to [1], the lower block and the upper block are provided with a lift prevention plate.
[0009]
[3] The eccentric spacer having the spherical core according to the above [1] or [2], further comprising a stuffing to be loaded in a gap between the lower block and the upper block and the through hole of the fixed body. .
[0010]
[4] In the eccentric spacer having the spherical core according to [1], the base is a roadbed and the fixed body is a side wall of a guideway.
[0011]
DETAILED DESCRIPTION OF THE INVENTION
Hereinafter, embodiments of the present invention will be described in detail.
[0012]
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 the eccentric spacer having the spherical core, FIG. 3 is a perspective view thereof, and FIG. It is a disassembled perspective view which shows the attachment state of the to-be-fixed body to the foundation using the eccentric spacer which has the spherical core which shows the Example of this invention.
[0013]
In these drawings, reference numeral 1 denotes a cylindrical lower block. The lower block 1 includes a first eccentric through hole 2 for receiving a bolt 21 planted on a foundation 20 and the first eccentric through hole. 2 has a hemispherical recess 3 for mounting the spherical core 8 and a female screw hole 4 for screwing. Reference numeral 5 denotes a cylindrical upper block. The upper block 5 is formed in a first eccentric through hole 2 ′ for receiving a bolt 21 to be planted on the foundation 20 and a lower portion of the first eccentric through hole 2 ′. It has a hemispherical recess 3 ′ that communicates with the upper part of the spherical core 8 and a screw insertion hole 6.
[0014]
On the other hand, a second eccentric through hole 9 is formed in the spherical core 8 so that a bolt 21 implanted in the foundation 20 passes therethrough.
[0015]
Therefore, 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 rod 7 so that the spherical core 8 is formed in a spherical space formed inside the upper block 5 and the lower block 1. . Reference numeral 10 denotes an inner peripheral surface of the first eccentric through holes 2 and 2 ′ of the lower block 1 and the upper block 5 combined in this manner, and 11 denotes an outer peripheral surface of the lower block 1 and the upper block 5. Yes.
[0016]
In this connection, an example of the dimensions of this assembly (see FIG. 1) shows that the diameter φ 1 of the first eccentric through hole 2, 2 ′ is 64 mm, the diameter φ 2 of the spherical core 8 is 80 mm, and the second offset 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 excluding the hemispherical recesses of the lower block 1 and the upper block 5 Is 15 mm, the width L 3 of the thickest part is 42 mm, and the outer diameter φ 4 of the lower block 1 and the upper block 5 is 121 mm.
[0017]
In FIG. 2, 12 is the center of the spherical core 8, 13 is the center of the lower block 1 and the upper block 5, the shift amount L 4 between these centers 12 and 13 is 13.5 mm, and 14 is an example of this dimension. In this eccentric spacer, the bolt 21 implanted in the foundation 20 can be received, and the diameter φ 5 in this range is 89 mm.
[0018]
Next, application of an 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 connected to a through hole 31 (having a diameter φ 7) formed at a predetermined position of the fixed body 30. Is mounted so that it fits the bolt 21 to be planted on the foundation 20. That is, at that time, in order to fix the fixed body 30 to the determined dotted line position of the base 20, the upper block 5 and the lower block 5 are arranged so that the bolt 21 passes through the second eccentric through hole 9 of the spherical core 8. An eccentric spacer is arranged in which the position of the hemispherical recesses 3 and 3 'of the block 1 and the position and angle of the second eccentric through hole 9 of the spherical core 8 are adjusted and combined, and a thick washer 24 is provided thereon. Then, the tip of the bolt 21 is fastened with a nut 25.
[0020]
By configuring in this way, 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. By tilting to the right, it can be easily adapted and the fixed body 30 can be smoothly attached to the correct position of the foundation 20.
[0021]
Moreover, in the said Example, although not shown in the space | gap part of the lower block 1 and the upper block 5, and the through-hole 31 of the to-be-fixed body 30, although not shown in figure, a stuffing can be fixed more firmly. .
[0022]
FIG. 5 is a view showing an example in which the eccentric spacer having the spherical core described above is applied to the construction of a guideway for a magnetically levitated railway, and FIG. 6 is an enlarged cross-sectional view of a portion A thereof.
[0023]
In this figure, reference numeral 40 denotes a guideway. In this guideway 40, a bolt 42 is planted on a roadbed 41, and the spherical core described above is inserted into a through hole 46 of a mounting portion 45 of a leg portion of the guideway side wall 44. The guideway side wall 44 as a fixed body is fixed to the road base 41 by passing the bolt 42 through the eccentric spacer 47 and fixing it.
[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 connected to the guideway side wall 44 as a fixed body. It is attached to a through hole 46 (having a diameter φ 7 of 121 mm) formed at a predetermined position of the mounting portion 45 of the leg portion, and is arranged so as to be adapted to a bolt 42 to be planted on the roadbed 41 as a foundation. 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 placing the diameter phi 6 118 mm), thereon through a thick washer 52 and spring washer 53, 54 is fastened the leading end of the bolt 42 by a nut 55.
[0025]
Although the present embodiment describes the application to the inclination and displacement of the bolts implanted in the roadbed, the same effect can be obtained when a female screw is embedded in the roadbed and fastened with bolts from above instead of nut fastening. be able to.
[0026]
Needless to say, the eccentric spacer having the spherical core of the present invention has a wide range of applications including application to the construction of a guideway for a magnetically levitated railway.
[0027]
Further, the present invention is not limited to the above-described embodiments, and various modifications can be made 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 above in detail, according to the present invention, when the fixed body is attached to the foundation, it can be easily adapted as long as it is within a certain range even if there is a displacement or inclination of the bolt provided on the foundation. And can be installed smoothly.
[Brief description of the drawings]
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 a spherical core showing an embodiment of the present invention.
FIG. 3 is a perspective view of an eccentric spacer having a spherical core showing an embodiment of the present invention.
FIG. 4 is an exploded perspective view showing an attachment state of a fixed body to a foundation using an eccentric spacer having a spherical core showing 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 the construction of a guideway for a magnetically levitated railway.
6 is an enlarged cross-sectional view of a part A in FIG.
[Explanation of symbols]
DESCRIPTION OF SYMBOLS 1 Lower block 2, 2 '1st eccentric through-hole 3, 3' Hemispherical recessed part 4 Screwing female screw hole 5 Upper block 6 Screw insertion hole 7 Screw rod 8 Spherical core 9 2nd eccentric through-hole 10 1st The inner peripheral surface 11 of the eccentric through hole 1 The outer peripheral surface 12 of the lower block and the upper block 12 The center of the spherical core 13 The center of the lower block and the upper block 14 Existence range of bolts that can be received by the eccentric spacer 20 Bolt 24 Washer 25, 55 Nut 30 Fixed body 31, 46 Through hole 40 Guide way 41 Subbase 44 Guide way side wall 45 Guide way side wall leg mounting portion 47 Eccentric spacer 51 with spherical core core 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 that receives a bolt to be planted on the foundation and a hemispherical recess communicating with the upper portion of the first eccentric through hole;
(B) a cylindrical upper block having a first eccentric through hole that receives 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) While accommodating the assembly which has the said spherical core in the spherical space formed inside combining the said lower block and the upper block in the to-be-fixed body which has a through-hole,
(E) An eccentric spacer having a spherical core that passes through the bolt in conformity with the second eccentric through hole of the spherical core and fixes the fixed body to a predetermined position with respect to the foundation.
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。The eccentric spacer having the spherical core according to claim 1, wherein the eccentric spacer has a spherical core provided with a lift 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 eccentric spacer has a spherical core having a filling loaded in a gap between the lower block and the upper block and the 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。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.
JP2003051035A 2003-02-27 2003-02-27 Eccentric spacer with spherical core Expired - Fee Related JP4133440B2 (en)

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* 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
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

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