JP2006274724A - Installation method for body to be tightened on foundation - Google Patents

Installation method for body to be tightened on foundation Download PDF

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JP2006274724A
JP2006274724A JP2005097886A JP2005097886A JP2006274724A JP 2006274724 A JP2006274724 A JP 2006274724A JP 2005097886 A JP2005097886 A JP 2005097886A JP 2005097886 A JP2005097886 A JP 2005097886A JP 2006274724 A JP2006274724 A JP 2006274724A
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fastening
fastened
hole
roadbed
bolt
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JP4675661B2 (en
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Katsumi Yamazumi
克巳 山住
Masao Urabe
正男 浦部
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Railway Technical Research Institute
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Railway Technical Research Institute
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Abstract

<P>PROBLEM TO BE SOLVED: To provide an installation method for a body to be tightened on a foundation for installing an anchor for the body to be tightened (a guide-way side wall) relatively precisely and performing adjustment construction work after the installation smoothly. <P>SOLUTION: In this installation method for the body to be tightened on the foundation, the body to be tightened 2 provided with a tightening hole 3 having hole diameter obtained by adding adjustment allowance 3A to hole diameter required for fixing the body to be tightened is temporarily fixed on the foundation 1 in advance, and a hole 4 for fixation of a tightening bolt is formed in the foundation 1 through the tightening hole 3 to fix the body to be tightened 2 on the foundation 1 using the hole 4 for fixation. <P>COPYRIGHT: (C)2007,JPO&INPIT

Description

本発明は、被締結体の基礎への設置工法に係り、特に、磁気浮上方式の鉄道の被締結体(ガイドウェイ側壁)を基礎へ締結するボルトの周囲にほぼ均等に調整代を確保することができるガイドウェイ側壁の路盤への設置工法に関するものである。   The present invention relates to a method for installing a body to be fastened to a foundation, and in particular, to secure an adjustment margin almost evenly around a bolt that fastens a body to be fastened (guideway side wall) of a magnetic levitation system to the foundation. It is related with the installation method to the roadbed of the guideway side wall which can do.

図6は従来の被締結体を基礎に配置する方法を示す模式図である。   FIG. 6 is a schematic diagram showing a method of arranging a conventional fastened body on the basis.

まず、図6(a)に示すように、基礎101にアンカーボルトを固定するための穴102を形成する。   First, as shown in FIG. 6A, a hole 102 for fixing an anchor bolt to the foundation 101 is formed.

次に、図6(b)に示すように、その穴102にアンカーボルト103を植設する。   Next, as shown in FIG. 6 (b), anchor bolts 103 are implanted in the holes 102.

次に、図6(c)に示すように、被締結体104を固定する。すなわち、植設されたアンカーボルト103を被締結体104に設けられている締結穴105に通し、ナット106で締めつけて、基礎101に被締結体104を固定する。   Next, as shown in FIG.6 (c), the to-be-fastened body 104 is fixed. That is, the anchor bolt 103 installed is passed through the fastening hole 105 provided in the fastened body 104 and fastened with the nut 106, and the fastened body 104 is fixed to the foundation 101.

図7はかかる従来の磁気浮上式鉄道のガイドウェイの例を示す模式図、図8は図7のA部拡大断面図である(下記特許文献1参照)。   FIG. 7 is a schematic view showing an example of such a conventional magnetically levitated railway guideway, and FIG. 8 is an enlarged cross-sectional view of part A of FIG. 7 (see Patent Document 1 below).

これらの図において、201はガイドウェイ、202は路盤、203はアンカーボルト、204はガイドウェイ側壁、205はガイドウェイ側壁の脚部の取付部、206は貫通穴、207は球体中子を有する偏芯スペーサ、211は浮き上がり防止板、212は厚めの座金、213,214はスプリングワッシャ、215はナット、221,221′は第1の偏芯貫通穴、222は球体中子、223は第2の偏芯貫通穴である。   In these drawings, 201 is a guideway, 202 is a roadbed, 203 is an anchor bolt, 204 is a guideway side wall, 205 is a mounting portion of a leg of the guideway side wall, 206 is a through hole, and 207 is a biased part having a spherical core. A core spacer, 211 is a floating prevention plate, 212 is a thick washer, 213 and 214 are spring washers, 215 is a nut, 221 and 221 'are first eccentric through holes, 222 is a spherical core, and 223 is a second It is an eccentric through hole.

ここで、従来のガイドウェイ側壁の路盤への設置工法では、ガイドウェイ側壁204の脚部の取付部205の貫通穴206に、球体中子222を有する偏芯スペーサ207を介して、予め路盤202に植設されたアンカーボルト203を貫通させ固定することにより、路盤202に被締結体としてのガイドウェイ側壁204を固定するようにしている。
特開2004−256055号公報
Here, in the conventional method of installing the guideway side wall on the roadbed, the roadbed 202 is previously provided in the through hole 206 of the leg mounting portion 205 of the guideway side wall 204 via the eccentric spacer 207 having the spherical core 222. A guideway side wall 204 as a body to be fastened is fixed to the roadbed 202 by passing through and fixing the anchor bolt 203 implanted in the base.
Japanese Patent Laid-Open No. 2004-256055

しかしながら、上記した従来のガイドウェイ側壁の路盤への設置工法では、ガイドウェイ側壁を基礎へ締結するアンカーの周囲にほぼ均等に調整代を確保してすることは非常に困難であった。すなわち、上記したように、従来はガイドウェイ側壁を設置する前に、路盤の設計通りの位置にアンカーボルトを設置して(埋め込んで)おく必要がある。しかし、このアンカーボルトの設置時点で施工誤差が発生してしまう。なお、ここでは、単一のガイドウェイ側壁を複数個のアンカーボルトで締結することにする。   However, in the above-described conventional method of installing the guideway side wall on the roadbed, it is very difficult to secure an adjustment margin substantially evenly around the anchor that fastens the guideway side wall to the foundation. That is, as described above, conventionally, before installing the guideway side wall, it is necessary to install (embed) the anchor bolt at the position as designed for the roadbed. However, a construction error occurs at the time of installation of the anchor bolt. Here, a single guideway side wall is fastened with a plurality of anchor bolts.

次に、ガイドウェイ側壁を設計通りの位置に設置するが、ここでも施工誤差は発生する。その結果、ガイドウェイ側壁の締結穴内でのアンカーボルトの位置がまちまちになってしまうという問題があった。   Next, the side wall of the guideway is installed at the position as designed, but here too, construction errors occur. As a result, there is a problem that the position of the anchor bolt in the fastening hole on the side wall of the guideway varies.

次に、従来のガイドウェイ側壁を路盤へ取り付ける他の方法について説明する。   Next, another method for attaching the conventional guideway side wall to the roadbed will be described.

図9は従来のガイドウェイ側壁を路盤へ取り付ける方法の他の例を示す模式図、図10はそのガイドウェイ側壁の締結穴からみたアンカーボルトの位置を示す平面図である。ここでは、単一のガイドウェイ側壁を6箇所のアンカーボルトで締結する場合について説明する。   FIG. 9 is a schematic view showing another example of a conventional method for attaching the side wall of the guideway to the roadbed, and FIG. 10 is a plan view showing the position of the anchor bolt as viewed from the fastening hole of the guideway side wall. Here, the case where a single guideway side wall is fastened with six anchor bolts will be described.

これらの図に示すように、路盤301には上記したような方法で雌ネジ303が形成されたアンカー302が植設される。ガイドウェイ側壁304を設計位置に設置した後、座金308が装着された雄ネジ305が形成されたボルト306をガイドウェイ側壁304の締結穴305の上方から入れて、雌ネジ303が形成されたアンカー302に螺合させて、路盤301上にガイドウェイ側壁304を固定する。この場合も、植設されたアンカー302の設置誤差とガイドウェイ側壁304の設置誤差により、図10に示すように、ガイドウェイ側壁304に設けた締結穴305の中心とアンカー302の位置がずれてしまうという問題があった。   As shown in these drawings, an anchor 302 having a female screw 303 formed therein is implanted in the roadbed 301 by the method described above. After the guideway side wall 304 is installed at the design position, the bolt 306 formed with the male screw 305 to which the washer 308 is attached is inserted from above the fastening hole 305 of the guideway side wall 304, and the anchor formed with the female screw 303 is formed. The guideway side wall 304 is fixed onto the roadbed 301 by being screwed to 302. Also in this case, due to the installation error of the implanted anchor 302 and the installation error of the guideway side wall 304, the center of the fastening hole 305 provided in the guideway side wall 304 and the position of the anchor 302 are shifted as shown in FIG. There was a problem that.

特に、ガイドウェイ側壁304は、位置を調整する際に、図10に示すように、締結穴305内のアンカー302の位置がまちまちであると、ガイドウェイ側壁304の位置調整が困難になるといった問題があった。   Particularly, when the position of the guideway side wall 304 is adjusted, as shown in FIG. 10, if the position of the anchor 302 in the fastening hole 305 is varied, the position adjustment of the guideway side wall 304 becomes difficult. was there.

すなわち、本発明の課題は、要約すると、
(1)アンカー設置時点に誤差が発生する。
That is, the problem of the present invention is summarized as follows:
(1) An error occurs at the time of anchor installation.

(2)側壁の設置時点でも誤差が発生する。   (2) An error occurs even when the side wall is installed.

(3)上記の2つの誤差が競合し、締結穴内でのボルトの位置がまちまちになる。   (3) The above two errors compete, and the position of the bolt in the fastening hole varies.

(4)その結果、設計で想定した通りに側壁の調整余裕が確保できない。つまり、側壁の調整方向と調整量が制約される。   (4) As a result, the side wall adjustment margin cannot be secured as expected in the design. That is, the adjustment direction and adjustment amount of the side wall are restricted.

本発明は、上記状況に鑑みて、被締結体(ガイドウェイ側壁)を基礎へ締結するボルトの周囲にほぼ均等に調整代を確保することができ、設置後の調整工事も円滑に行うことができる被締結体の基礎への設置工法を提供することを目的とする。   In view of the above situation, the present invention can secure an adjustment margin almost evenly around the bolt that fastens the fastened body (guideway side wall) to the foundation, and can smoothly perform the adjustment work after installation. It aims at providing the installation method to the foundation of the to-be-fastened body which can be done.

本発明は、上記目的を達成するために、
〔1〕基礎への被締結体の設置工法において、被締結体の固定に必要な穴径に調節代を加えた穴径を有する締結穴を設けた被締結体を基礎へ予め仮固定し、前記締結穴を介して基礎へ締結ボルトの固定用穴を形成し、前記締結ボルトの固定用穴を用いて、前記基礎へ被締結体を締結ボルトで固定することを特徴とする。
In order to achieve the above object, the present invention provides
[1] In the installation method of the body to be fastened to the foundation, a body to be fastened having a fastening hole having a hole diameter obtained by adding an adjustment allowance to a hole diameter necessary for fixing the body to be fastened is temporarily fixed to the foundation in advance A fixing bolt fixing hole is formed in the foundation through the fastening hole, and the fastened body is fixed to the foundation with the fastening bolt using the fixing bolt fixing hole.

〔2〕複数の締結ボルトで路盤に配置される被締結体の設置工法において、路盤に、被締結体の固定に必要な穴径に調整代を加えた穴径を有する締結穴が形成された被締結体を配置し、前記締結ボルトの締結穴を介して、前記路盤に所定の穴径の締結ボルトの固定用穴を前記締結穴の中心に合わせて形成し、前記締結ボルトの固定用穴に定着材を介して雌ネジが形成されたアンカーを前記締結穴の中心に合わせて固定し、前記被締結体の締結穴を介して前記雌ネジが形成されたアンカーに雄ネジを有する前記締結ボルトを螺合して、前記被締結体を前記路盤に締結することを特徴とする。   [2] In the installation method of the fastened body arranged on the roadbed with a plurality of fastening bolts, a fastening hole having a hole diameter obtained by adding an adjustment allowance to the hole diameter necessary for fixing the fastened body is formed on the roadbed A fastening body is arranged, and a fixing hole for a fastening bolt having a predetermined hole diameter is formed in the base plate through the fastening hole of the fastening bolt so as to be aligned with the center of the fastening hole, and the fastening bolt fixing hole is formed. The anchor having the female screw formed on the fixing hole is fixed in alignment with the center of the fastening hole, and the anchor having the male screw formed on the anchor having the female screw formed through the fastening hole of the fastened body A bolt is screwed to fasten the fastened body to the roadbed.

〔3〕上記〔2〕記載の被締結体の路盤への設置工法であって、前記被締結体の締結穴と前記締結ボルトとの係合を行う球面スペーサを具備することを特徴とする。   [3] The method for installing the fastened body to the roadbed according to [2], further comprising a spherical spacer that engages the fastening hole of the fastened body with the fastening bolt.

〔4〕被締結体の路盤への設置工法において、路盤に、被締結体の固定に必要な穴径に調整代を加えた穴径を有する締結穴が形成された被締結体を配置し、前記締結用アンカーボルトの締結穴を介して、前記路盤に所定の穴径の締結用アンカーボルトの固定用穴を形成し、前記締結用アンカーボルトの固定用穴に定着材を介して内部に雌ネジが形成されたアンカーを固定し、前記締結用アンカーボルトの締結穴を介して前記アンカーの内部の雌ネジに雄ネジが形成された座金が装着されたボルトで前記締結用アンカーボルトと締結し、前記被締結体を路盤に締結することを特徴とする。   [4] In the installation method of the fastened body to the roadbed, the fastened body in which a fastening hole having a hole diameter obtained by adding an adjustment allowance to the hole diameter necessary for fixing the fastened body is arranged on the roadbed, A fixing hole for a fastening anchor bolt having a predetermined hole diameter is formed in the road base via a fastening hole of the fastening anchor bolt, and a female is provided in the fixing hole of the fastening anchor bolt via a fixing material. The anchor formed with the screw is fixed, and is fastened to the fastening anchor bolt with a bolt in which a female washer is formed on the female thread inside the anchor through a fastening hole of the fastening anchor bolt. The fastened body is fastened to the roadbed.

〔5〕上記〔4〕記載の被締結体の路盤への設置工法であって、前記締結用アンカーボルトの締結穴と前記締結用アンカーボルトとの係合を行う球面スペーサを具備することを特徴とする。   [5] The method for installing the fastened body to the roadbed according to [4], further comprising a spherical spacer that engages the fastening hole of the fastening anchor bolt with the fastening anchor bolt. And

〔6〕上記〔2〕から〔5〕の何れか一項記載の被締結体の路盤への設置工法であって、前記被締結体がガイドウェイ側壁であることを特徴とする。   [6] The installation method of the fastened body to the roadbed according to any one of [2] to [5], wherein the fastened body is a guideway side wall.

〔7〕上記〔2〕から〔6〕の何れか一項記載の被締結体の路盤への設置工法であって、前記路盤が磁気浮上方式の鉄道を含む鉄道の軌道であることを特徴とする。   [7] The installation method of the fastened body according to any one of [2] to [6] above, wherein the roadbed is a railroad track including a magnetic levitation type railroad. To do.

本発明によれば、次のような効果を奏することができる。   According to the present invention, the following effects can be achieved.

(1)被締結体(ガイドウェイ側壁)を締結する締結ボルトを被締結体の締結穴に対して高い精度で正確に配置することができる。   (1) The fastening bolt for fastening the fastened body (guideway side wall) can be accurately arranged with high accuracy with respect to the fastening hole of the fastened body.

(2)被締結体(ガイドウェイ側壁)の設置後、被締結体(ガイドウェイ側壁)の位置調整を行う場合には、所定の調整量が確保できる。   (2) When the position of the fastened body (guideway side wall) is adjusted after the fastened body (guideway side wall) is installed, a predetermined adjustment amount can be secured.

(3)ガイドウェイ側壁設置後の調整工事を円滑に実施することができる。   (3) Adjustment work after installation of the guideway side wall can be carried out smoothly.

基礎への被締結体の設置工法において、被締結体の固定に必要な穴径に調節代を加えた穴径を有する締結穴を設けた被締結体を基礎へ予め仮固定し、前記締結穴を介して基礎へ締結ボルトの固定用穴を形成し、前記締結ボルトの固定用穴を用いて、前記基礎へ被締結体を締結ボルトで固定する。よって、被締結体(ガイドウェイ側壁)を基礎へ締結するボルトの周囲にほぼ均等に調整代を確保することができる。   In the installation method of the body to be fastened to the foundation, the fastening body provided with a fastening hole having a hole diameter obtained by adding an adjustment allowance to the hole diameter necessary for fixing the body to be fastened is temporarily fixed to the foundation in advance. A fastening bolt fixing hole is formed on the foundation through the fixing bolt, and the fastened body is fixed to the foundation with the fastening bolt using the fixing bolt fixing hole. Therefore, an adjustment allowance can be ensured substantially evenly around the bolt that fastens the fastened object (guideway side wall) to the foundation.

以下、本発明の実施の形態について詳細に説明する。   Hereinafter, embodiments of the present invention will be described in detail.

図1は本発明の第1実施例を示す基礎への被締結体の設置工法を示す模式図である。   FIG. 1 is a schematic view showing an installation method of an object to be fastened to a foundation showing a first embodiment of the present invention.

なお、本発明では複数の締結ボルトで基礎に配置される被締結体を対象とすることを前提とする。   In the present invention, it is assumed that a fastened body arranged on the foundation with a plurality of fastening bolts is used.

まず、図1(a)に示すように、基礎1に、被締結体の固定に必要な穴径に調整代3Aを加えた大きめの穴径を有する締結穴3が形成された被締結体2を配置する。この被締結体2は、動かないように仮固定(配置)しておき、以降の工程においてもそのまま据え置くようにする。   First, as shown in FIG. 1A, a fastened body 2 in which a fastening hole 3 having a larger hole diameter obtained by adding an adjustment allowance 3A to a hole diameter necessary for fixing the fastened body is formed on the foundation 1. Place. The fastened body 2 is temporarily fixed (arranged) so as not to move, and is left as it is in the subsequent steps.

次に、図1(b)に示すように、被締結体2の締結ボルトの締結穴3を介して、削孔機(図示なし)を用いて、基礎1に所定の穴径の締結ボルトの固定用穴4を形成する。   Next, as shown in FIG. 1 (b), a fastening bolt having a predetermined hole diameter is formed on the foundation 1 using a drilling machine (not shown) through the fastening hole 3 of the fastening bolt of the fastened body 2. A fixing hole 4 is formed.

次に、図1(c)に示すように、締結ボルトの固定用穴4に定着材5を注入する。そこに、被締結体2の厚さ+ナット厚以上の突出長さを有する全ネジボルト6を建て込み、定着材5により接着させる。   Next, as shown in FIG. 1C, the fixing material 5 is poured into the fixing hole 4 of the fastening bolt. Then, all screw bolts 6 having a protruding length equal to or larger than the thickness of the fastened body 2 and the nut thickness are installed and bonded by the fixing material 5.

次に、図1(d)に示すように、被締結体2から突出した部分の全ネジボルト6をワッシャ7とナット8で締結する。   Next, as shown in FIG. 1 (d), all screw bolts 6 protruding from the fastened body 2 are fastened with washers 7 and nuts 8.

図2〜図5は本発明の第2実施例を示す路盤への被締結体の設置工法を示す模式図である。ここでは、複数の締結ボルトで路盤に配置される磁気浮上方式の鉄道のガイドウェイ側壁を被締結体とした設置工法について説明する。   2-5 is a schematic diagram which shows the installation method of the to-be-fastened body to the roadbed which shows 2nd Example of this invention. Here, an installation method will be described in which a guideway side wall of a magnetic levitation railway that is arranged on a roadbed with a plurality of fastening bolts is used as an object to be fastened.

まず、図2に示すように、路盤11上に、締結ボルトを固定する穴径に調整代を加えた大きめの穴径を有する締結穴14が形成された磁気浮上式鉄道のガイドウェイ側壁12を配置する。ここでは、そのガイドウェイ側壁12の、地上コイル(図示なし)が配置されるコイル面側Aの脚部の取付部13′と、地上コイル(図示なし)とは反対側の背面側Bの脚部の取付部13″にそれぞれ締結ボルトの締結穴14を形成する。因みに、ガイドウェイ側壁12の締結穴14の直径は、例えば120mmである。   First, as shown in FIG. 2, a guideway side wall 12 of a magnetic levitation railway in which a fastening hole 14 having a large hole diameter obtained by adding an adjustment allowance to a hole diameter for fixing a fastening bolt is formed on a roadbed 11. Deploy. Here, the attachment part 13 'of the leg part on the coil surface side A on which the ground coil (not shown) of the guideway side wall 12 is arranged, and the leg on the back side B opposite to the ground coil (not shown). A fastening hole 14 for a fastening bolt is formed in each of the attachment portions 13 ″. Incidentally, the diameter of the fastening hole 14 in the guideway side wall 12 is 120 mm, for example.

次に、図3に示すように、ガイドウェイ側壁12の締結穴14を介して、削孔機(図示なし)を用いて、路盤11に所定の穴径(例えば、75mm)の締結ボルトの固定用穴15を形成する。   Next, as shown in FIG. 3, fastening bolts having a predetermined hole diameter (for example, 75 mm) are fixed to the roadbed 11 using a drilling machine (not shown) through the fastening holes 14 of the guideway side wall 12. A working hole 15 is formed.

次に、図4に示すように、締結ボルトの固定用穴15に定着材16を注入し、そこに、ガイドウェイ側壁12の締結穴14を介して、雌ネジ18が形成された雌ネジ加工のアンカー17(例えば、外径は64mm、内径は42mm)を固定する。   Next, as shown in FIG. 4, the fixing material 16 is injected into the fixing bolt fixing hole 15, and the female screw 18 is formed therein through the fastening hole 14 of the guideway side wall 12. The anchor 17 (for example, the outer diameter is 64 mm and the inner diameter is 42 mm) is fixed.

次いで、図5に示すように、ガイドウェイ側壁12の締結穴14を介して内部に雌ネジ18が形成されたアンカー17に、雄ネジ20を有する締結ボルト19(例えば、直径は42mm)を螺合して、ガイドウェイ側壁12を路盤11に締結する。なお、19Aは締結ボルト19のヘッド、21は下部ブロック(例えば、高さは55mm)、22は上部ブロック(例えば、高さが55mm)、23,23′は第1の偏芯貫通穴、24は浮上がり防止板、25は厚めの座金、26は平座金、27はバネ座金、28は特殊球面座金、29は偏芯スペーサ(例えば、直径は80mm)である。かかる構造は、上記した特許文献1に開示されたものと同様の機能を有しており、がたつきがない固定を行うことができる。   Next, as shown in FIG. 5, a fastening bolt 19 (for example, a diameter of 42 mm) having a male screw 20 is screwed into an anchor 17 having a female screw 18 formed therein via a fastening hole 14 in the guideway side wall 12. Together, the guideway side wall 12 is fastened to the roadbed 11. Reference numeral 19A denotes a head of the fastening bolt 19, 21 denotes a lower block (for example, 55 mm in height), 22 denotes an upper block (for example, 55 mm in height), 23 and 23 'denote first eccentric through holes, 24 , 25 is a thick washer, 26 is a flat washer, 27 is a spring washer, 28 is a special spherical washer, and 29 is an eccentric spacer (for example, 80 mm in diameter). Such a structure has the same function as that disclosed in Patent Document 1 described above, and can be fixed without rattling.

なお、上記実施例では、締結ボルト19を、内部に雌ネジ18が形成されたアンカー17へ螺合させるようにしたが、これに代えて、ガイドウェイ側壁12の締結穴14を基準にして形成された締結ボルトの固定用穴15に、図6〜図8に示すように、アンカーボルトを植設して、そのアンカーボルトにナットを螺合させることにより、ガイドウェイ側壁12を路盤11に締結するようにしてもよい。   In the above-described embodiment, the fastening bolt 19 is screwed into the anchor 17 in which the female screw 18 is formed. Instead, the fastening bolt 19 is formed based on the fastening hole 14 of the guideway side wall 12. As shown in FIGS. 6 to 8, anchor bolts are planted in the fixing bolt fixing holes 15, and nuts are screwed into the anchor bolts, whereby the guideway side wall 12 is fastened to the roadbed 11. You may make it do.

なお、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、これらを本発明の範囲から排除するものではない。   In addition, this invention is not limited to the said Example, A various deformation | transformation is possible based on the meaning of this invention, and these are not excluded from the scope of the present invention.

本発明の被締結体の基礎への設置工法は、磁気浮上方式の鉄道のガイドウェイ側壁の構築方法として好適である。   The method of installing the fastened body on the foundation according to the present invention is suitable as a method for constructing a guideway side wall of a magnetic levitation railway.

本発明の第1実施例を示す基礎への被締結体の設置工法を示す模式図である。It is a schematic diagram which shows the installation method of the to-be-fastened body to the foundation which shows 1st Example of this invention. 本発明の第2実施例を示す路盤への被締結体の設置工法(その1)を示す模式図である。It is a schematic diagram which shows the installation method (the 1) of the to-be-fastened body to the roadbed which shows 2nd Example of this invention. 本発明の第2実施例を示す路盤への被締結体の設置工法(その2)を示す模式図である。It is a schematic diagram which shows the installation method (the 2) of the to-be-fastened body to the roadbed which shows 2nd Example of this invention. 本発明の第2実施例を示す路盤への被締結体の設置工法(その3)を示す模式図である。It is a schematic diagram which shows the installation method (the 3) of the to-be-fastened body to the roadbed which shows 2nd Example of this invention. 本発明の第2実施例を示す路盤への被締結体の設置工法(その4)を示す模式図である。It is a schematic diagram which shows the installation method (the 4) of the to-be-fastened body to the roadbed which shows 2nd Example of this invention. 従来の被締結体を基礎に配置する方法を示す模式図である。It is a schematic diagram which shows the method of arrange | positioning on the basis of the conventional to-be-fastened body. 従来の磁気浮上式鉄道のガイドウェイの例を示す模式図である。It is a schematic diagram which shows the example of the guide way of the conventional magnetic levitation railway. 図7のA部拡大断面図である。It is the A section expanded sectional view of FIG. 従来のコンクリートブロックを路盤へ取り付ける方法の他の例を示す模式図である。It is a schematic diagram which shows the other example of the method of attaching the conventional concrete block to a roadbed. 図9のコンクリートブロックの締結穴からみたアンカーボルトの位置を示す平面図である。It is a top view which shows the position of the anchor bolt seen from the fastening hole of the concrete block of FIG.

符号の説明Explanation of symbols

1 基礎
2 被締結体
3,14 被締結体の締結穴(調整代を加えた大きめの穴径)
3A 調整代
4,15 締結ボルトの固定用穴
5,16 定着材
6 全ネジボルト
7 ワッシャ
8 ナット
11 路盤
12 ガイドウェイ側壁
13′,13″ ガイドウェイ側壁の脚部の取付部
17 雌ネジ加工のアンカー
18 雌ネジ
19 締結ボルト
19A 締結ボルトのヘッド
20 雄ネジ
21 下部ブロック
22 上部ブロック
23,23′ 第1の偏芯貫通穴
24 浮上がり防止板
25 厚めの座金
26 平座金
27 バネ座金
28 特殊球面座金
29 偏芯スペーサ
1 Foundation 2 Fastened object 3,14 Fastening hole of fastened object (larger hole diameter with adjustment allowance)
3A Adjustment fee 4,15 Fastening bolt fixing hole
5,16 Fixing material 6 Full screw bolt 7 Washer 8 Nut 11 Subbase 12 Guideway side wall 13 ', 13 "Mounting portion of leg part of guideway side wall 17 Female threaded anchor 18 Female screw 19 Fastening bolt 19A Fastening bolt head 20 Male screw 21 Lower block 22 Upper block 23, 23 'First eccentric through hole 24 Lift prevention plate 25 Thick washer 26 Plain washer 27 Spring washer 28 Special spherical washer 29 Eccentric spacer

Claims (7)

基礎への被締結体の設置工法において、
(a)被締結体の固定に必要な穴径に調節代を加えた穴径を有する締結穴を設けた被締結体を基礎へ予め仮固定し、
(b)前記締結穴を介して基礎へ締結ボルトの固定用穴を形成し、
(c)前記締結ボルトの固定用穴を用いて、前記基礎へ被締結体を締結ボルトで固定することを特徴とする被締結体の基礎への設置工法。
In the installation method of the object to be fastened to the foundation,
(A) Temporarily fixing a fastened body provided with a fastening hole having a hole diameter obtained by adding an adjustment allowance to a hole diameter necessary for fixing the fastened body in advance,
(B) forming a fastening bolt fixing hole to the foundation through the fastening hole;
(C) An installation method for a base to be fastened to the foundation, wherein the fastened body is fixed to the foundation with a fastening bolt using the fixing bolt fixing hole.
複数の締結ボルトで路盤に配置される被締結体の設置工法において、
(a)路盤に、被締結体の固定に必要な穴径に調整代を加えた穴径を有する締結穴が形成された被締結体を配置し、
(b)前記締結ボルトの締結穴を介して、前記路盤に所定の穴径の締結ボルトの固定用穴を前記締結穴の中心に合わせて形成し、
(c)前記締結ボルトの固定用穴に定着材を介して雌ネジが形成されたアンカーを前記締結穴の中心に合わせて固定し、
(d)前記被締結体の締結穴を介して前記雌ネジが形成されたアンカーに雄ネジを有する前記締結ボルトを螺合して、前記被締結体を前記路盤に締結することを特徴とする被締結体の路盤への設置工法。
In the installation method of the body to be fastened arranged on the roadbed with multiple fastening bolts,
(A) A to-be-fastened body in which a fastening hole having a hole diameter obtained by adding an adjustment allowance to a hole diameter necessary for fixing the to-be-fastened body is disposed on the roadbed,
(B) A fixing hole for a fastening bolt having a predetermined hole diameter is formed in the road base via the fastening hole of the fastening bolt so as to be aligned with the center of the fastening hole,
(C) An anchor having a female screw formed in a fixing hole of the fastening bolt via a fixing material is fixed to the center of the fastening hole,
(D) The fastening bolt having a male screw is screwed to an anchor having the female screw formed through a fastening hole of the fastened body, and the fastened body is fastened to the roadbed. Installation method of the body to be fastened to the roadbed.
請求項2記載の被締結体の路盤への設置工法であって、前記被締結体の締結穴と前記締結ボルトとの係合を行う球面スペーサを具備することを特徴とする被締結体の路盤への設置工法。   The installation method for a fastened body according to claim 2, further comprising a spherical spacer for engaging the fastening hole of the fastened body with the fastening bolt. Installation method. 複数の締結用アンカーボルトで路盤に配置される被締結体の設置工法において、
(a)路盤に、被締結体の固定に必要な穴径に調整代を加えた穴径を有する締結穴が形成された被締結体を配置し、
(b)前記締結用アンカーボルトの締結穴を介して、前記路盤に所定の穴径の締結用アンカーボルトの固定用穴を形成し、
(c)前記締結用アンカーボルトの固定用穴に定着材を介して内部に雌ネジが形成されたアンカーを固定し、
(d)前記締結用アンカーボルトの締結穴を介して前記アンカーの内部の雌ネジに雄ネジが形成された座金が装着されたボルトで前記締結用アンカーボルトと締結し、前記被締結体を路盤に締結することを特徴とする被締結体の路盤への設置工法。
In the installation method of the object to be fastened that is arranged on the roadbed with multiple fastening anchor bolts,
(A) A to-be-fastened body in which a fastening hole having a hole diameter obtained by adding an adjustment allowance to a hole diameter necessary for fixing the to-be-fastened body is disposed on the roadbed,
(B) forming a fastening hole for a fastening anchor bolt having a predetermined hole diameter in the road base via a fastening hole of the fastening anchor bolt;
(C) fixing an anchor having an internal thread formed in a fixing hole of the fastening anchor bolt via a fixing material;
(D) The fastening bolt is fastened to the fastening anchor bolt with a bolt in which a washer having a male screw formed on the female screw inside the anchor is fastened through a fastening hole of the fastening anchor bolt, and the fastened body is connected to the roadbed Fastening to the roadbed of the body to be fastened, characterized in that it is fastened to the roadbed.
請求項4記載の被締結体の路盤への設置工法であって、前記締結用アンカーボルトの締結穴と前記締結用アンカーボルトとの係合を行う球面スペーサを具備することを特徴とする被締結体の路盤への設置工法。   5. The method of installing a fastened body to a roadbed according to claim 4, further comprising a spherical spacer for engaging the fastening hole of the fastening anchor bolt with the fastening anchor bolt. Installation method on the roadbed of the body. 請求項2から5の何れか一項記載の被締結体の路盤への設置工法であって、前記被締結体がガイドウェイ側壁であることを特徴とする被締結体の路盤への設置工法。   6. A method for installing a fastened body to a roadbed according to any one of claims 2 to 5, wherein the fastened body is a guideway side wall. 請求項2から6の何れか一項記載の被締結体の路盤への設置工法であって、前記路盤が磁気浮上方式の鉄道を含む鉄道の軌道であることを特徴とする被締結体の路盤への設置工法。   A method of installing a fastened body according to any one of claims 2 to 6 to a roadbed, wherein the roadbed is a railroad track including a magnetic levitation type railway. Installation method.
JP2005097886A 2005-03-30 2005-03-30 Installation method of the body to be fastened to the roadbed Expired - Fee Related JP4675661B2 (en)

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Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS4827154A (en) * 1971-08-10 1973-04-10
JPS4884256A (en) * 1972-02-01 1973-11-09
JPS5990613U (en) * 1982-12-08 1984-06-19 川端 幸由 Assembly of nut or bolt and washer
JPS63272692A (en) * 1986-12-01 1988-11-10 Sayama Seisakusho:Kk Method for fixing stand for arranging water tank on concrete foundation
JPH0329503U (en) * 1989-08-01 1991-03-25
JPH11229328A (en) * 1998-02-16 1999-08-24 Nkk Corp Hybrid wall balustrade of bridge
JP2004256055A (en) * 2003-02-27 2004-09-16 Railway Technical Res Inst Eccentric spacer having sphere core

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS4827154A (en) * 1971-08-10 1973-04-10
JPS4884256A (en) * 1972-02-01 1973-11-09
JPS5990613U (en) * 1982-12-08 1984-06-19 川端 幸由 Assembly of nut or bolt and washer
JPS63272692A (en) * 1986-12-01 1988-11-10 Sayama Seisakusho:Kk Method for fixing stand for arranging water tank on concrete foundation
JPH0329503U (en) * 1989-08-01 1991-03-25
JPH11229328A (en) * 1998-02-16 1999-08-24 Nkk Corp Hybrid wall balustrade of bridge
JP2004256055A (en) * 2003-02-27 2004-09-16 Railway Technical Res Inst Eccentric spacer having sphere core

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