JPH10147904A - Mounting structure of expansion joint - Google Patents

Mounting structure of expansion joint

Info

Publication number
JPH10147904A
JPH10147904A JP30655196A JP30655196A JPH10147904A JP H10147904 A JPH10147904 A JP H10147904A JP 30655196 A JP30655196 A JP 30655196A JP 30655196 A JP30655196 A JP 30655196A JP H10147904 A JPH10147904 A JP H10147904A
Authority
JP
Japan
Prior art keywords
expansion joint
mounting structure
joint
bolt
female screw
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
JP30655196A
Other languages
Japanese (ja)
Other versions
JP3472901B2 (en
Inventor
Soichiro Tani
惣一郎 谷
Masahiko Kashiwabara
昌彦 栢原
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.)
Nitta Corp
Original Assignee
Nitta Corp
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 Nitta Corp filed Critical Nitta Corp
Priority to JP30655196A priority Critical patent/JP3472901B2/en
Publication of JPH10147904A publication Critical patent/JPH10147904A/en
Application granted granted Critical
Publication of JP3472901B2 publication Critical patent/JP3472901B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Abstract

PROBLEM TO BE SOLVED: To provide a mounting structure of an expansion joint which is easily replaceable. SOLUTION: A mounting structure of an expansion joint is comprised of an expansion joint 1 which is spanned between both open cut parts for disposing a joint and bolted with anchor bolts 2 embeded respectively under bottom surfaces of each open cut part for disposing a joint of bridge beams facing mutually and a mounting hole formed on both lateral edge parts of the expansion joint 1. Anchor bolts 2a for replacement are embeded between an each anchor bolt 2.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】この発明は、伸縮継手の取り
付け構造に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to an expansion joint mounting structure.

【0002】[0002]

【従来の技術】高速道路等は多数の橋桁を接続すること
により構成されているが、橋桁が雰囲気温度によって伸
縮することから橋桁相互間には伸縮継手が介在させてあ
る。
2. Description of the Related Art Expressways and the like are constructed by connecting a number of bridge girders. However, since the bridge girders expand and contract according to the ambient temperature, expansion joints are interposed between the bridge girders.

【0003】前記伸縮継手は、図6に示すように、対向
する橋桁H,Hの各端部に一定ピッチ(通常300mm
ピッチ)で埋設されたアンカーボルト8(又は9)によ
り取り付けられるようにしてあるが、従来の取り付け構
造は以下に示す二つのものが存在している。
As shown in FIG. 6, the expansion joint has a fixed pitch (normally 300 mm) at each end of opposing bridge girders H, H.
Attachment is made by anchor bolts 8 (or 9) buried at a pitch. However, there are two conventional attachment structures shown below.

【0004】先ず、図7に示すように、アンカーボルト
8が上端部に張出部80及び雄ネジ部81を有するもの
とし、前記雄ネジ部81にナット82とにより伸縮継手
1を挟持するものがある。
First, as shown in FIG. 7, the anchor bolt 8 has an overhang 80 and a male screw 81 at the upper end, and the expansion joint 1 is held between the male screw 81 and a nut 82. There is.

【0005】この取り付け構造を利用して伸縮継手1を
取り付ける場合、アンカーボルト8の雄ネジ部81をガ
イドとして伸縮継手1の取付用孔10を外挿した後にナ
ット82を螺入すればよく、比較的容易に取り付け作業
を行うことができる。
When the expansion joint 1 is mounted using this mounting structure, the nut 82 may be screwed into the expansion joint 1 after externally inserting the mounting hole 10 of the expansion joint 1 using the male screw portion 81 of the anchor bolt 8 as a guide. Installation work can be performed relatively easily.

【0006】しかしながら、伸縮継手1を交換するとき
には通常、雄ネジ部81とナット82とが錆びて固着状
態となっていることから、継手取り外し時にアンカーボ
ルト8の雄ネジ部81を破壊しなければならず、このた
めアンカーボルト埋設部をはつり取って新しいアンカー
ボルト8を配設しなければならなかった。
However, when the expansion joint 1 is replaced, the male screw 81 and the nut 82 are usually rusted and fixed, so that the male screw 81 of the anchor bolt 8 must be broken when the joint is removed. However, for this reason, the anchor bolt buried portion had to be removed and a new anchor bolt 8 had to be provided.

【0007】次に、図8に示すように、アンカーボルト
9が上端部に雌ネジ部91を有した取付体90を有する
ものとし、前記雌ネジ部91に頭付ボルト92を螺入す
る態様で、伸縮継手1の取付用孔10の周辺部分を取付
体90と頭付ボルト92により挟持するものがある。
Next, as shown in FIG. 8, it is assumed that the anchor bolt 9 has a mounting body 90 having a female screw portion 91 at the upper end, and a headed bolt 92 is screwed into the female screw portion 91. In some cases, the peripheral portion of the mounting hole 10 of the expansion joint 1 is sandwiched between the mounting body 90 and the head bolt 92.

【0008】この取り付け構造では、伸縮継手1の取付
用孔10と取付体90の雌ネジ部91とを合わせた状態
で、前記雌ねじ部91に頭付ボルト92を螺入すること
により伸縮継手1の取り付け作業を行うことができる。
In this mounting structure, a head bolt 92 is screwed into the female screw portion 91 with the mounting hole 10 of the expansion joint 1 and the female screw portion 91 of the mounting body 90 aligned with each other. Can be installed.

【0009】しかしながら、この取り付け構造において
も、雌ネジ部91と頭付ボルト92とが錆びて固着状態
となっていた場合には、上記の構造の場合と同様に新し
いアンカーボルト8を配設するか、又は、頭付ボルト9
2の頭を折り取った後前記雌ネジ部91にワンサイズ大
きな雌ネジ部91を正確にタップ形成するという熟練を
要する作業を行わなければならなかった。
However, also in this mounting structure, when the female screw portion 91 and the headed bolt 92 are rusted and fixed, a new anchor bolt 8 is provided as in the above-described structure. Or head bolt 9
After the head of No. 2 was cut off, it was necessary to perform an operation requiring skill, such as accurately forming a one-size large female screw portion 91 in the female screw portion 91 by tapping.

【0010】よって、この種の業界では、伸縮継手の交
換時においてアンカーボルトの交換という面倒な作業や
熟練を要する作業を必要としない伸縮継手の取り付け構
造、即ち、伸縮継手を容易に交換できる伸縮継手の取り
付け構造の開発が望まれている。
[0010] Therefore, in this type of industry, an expansion joint mounting structure that does not require a troublesome operation of replacing an anchor bolt or a work requiring skill when exchanging an expansion joint, that is, an expansion joint capable of easily exchanging an expansion joint. Development of a joint mounting structure is desired.

【0011】[0011]

【発明が解決しようとする課題】そこで、この発明で
は、伸縮継手を容易に交換できる伸縮継手の取り付け構
造を提供することを課題とする。
SUMMARY OF THE INVENTION Accordingly, an object of the present invention is to provide a mounting structure for an expansion joint which allows the expansion joint to be easily replaced.

【0012】[0012]

【課題を解決するための手段】この発明の伸縮継手の取
り付け構造は、対向する橋桁H,Hにおける各継手配置
用開削部hの底面下にそれぞれ埋設されたアンカーボル
ト2と、伸縮継手1の幅方向両縁部に形成した取付用孔
10とを利用して、前記伸縮継手1を継手配置用開削部
h,h相互間に架け渡す態様でボルト止めする構造であ
って、各アンカーボルト2,2相互間に交換用アンカー
ボルト2aを埋設してある。なお、前記アンカーボルト
2,2aを、継手配置用開削部hの底面と面一に配置さ
れた雌ネジ体20と、前記雌ネジ体20に固着されたア
ンカーボルト主体21とを具備するものとし、雌ネジ体
20に頭付ボルト3を螺入する態様で、伸縮継手1の取
付用孔10の周辺部分を雌ネジ体20と頭付ボルト3に
より挟持するものが好ましい。また、上記アンカーボル
ト2,2相互間に交換用アンカーボルト2aが整数個設
けてあることが好ましい。
According to the present invention, an expansion joint mounting structure includes an anchor bolt 2 buried under a bottom surface of each joint arranging cut-out portion h of an opposing bridge girder H. It is a structure in which the expansion joint 1 is bolted in such a manner as to be bridged between the joint digging portions h, h by using the mounting holes 10 formed on both edges in the width direction. , 2 are buried with replacement anchor bolts 2a. The anchor bolts 2 and 2a are provided with a female screw body 20 arranged flush with the bottom surface of the joint arrangement cutout portion h, and an anchor bolt main body 21 fixed to the female screw body 20. In a mode in which the headed bolt 3 is screwed into the female screw body 20, it is preferable that the peripheral portion of the mounting hole 10 of the expansion joint 1 be sandwiched between the female screw body 20 and the headed bolt 3. It is preferable that an integral number of replacement anchor bolts 2a are provided between the anchor bolts 2 and 2.

【0013】なお、この発明の伸縮継手の取り付け構造
が奏する作用・効果については以下の発明の実施の形態
の欄において明らかにする。
The operation and effect of the expansion joint mounting structure of the present invention will be clarified in the following embodiments of the present invention.

【0014】[0014]

【発明の実施の形態】以下、この発明の実施の形態を図
面に従って説明する。
Embodiments of the present invention will be described below with reference to the drawings.

【0015】この実施形態は、図1や図2に示すよう
に、対向する橋桁H,Hにおける各継手配置用開削部h
の底面下にそれぞれ埋設されたアンカーボルト2の上端
露出部を利用して伸縮継手1を前記継手配置用開削部
h,hに架け渡す態様でボルト止めするものである。〔伸縮継手1の構成について〕 伸縮継手1は、基本的に
は図1や図2に示すように、耐磨耗性の優れた弾性ゴム
材12と、これの中央上面付近及び中央を除く下面付近
に埋設された鋼板11とから構成されており、前記した
下面付近に埋設された鋼板11部分を含めて取付用孔1
0を形成している。そして、この伸縮継手1における取
付用孔10の上部は、図2に示すように、伸縮継手1の
取り付け状態において頭付ボルト3が回動操作可能に収
容される大径孔部13を形成してある。ここで、この実
施形態では、図1に示す取付用孔10の形成ピッチPを
300mmとしてある。〔継手配置用開削部h及びアンカーボルト2について〕
継手配置用開削部hは、図1や図2に示すように、伸縮
継手1の厚み及び幅に合わせて形成してあり、継手設置
状態では、この開削部hの上面と伸縮継手1の上面とは
略面一になっている。
In this embodiment, as shown in FIGS. 1 and 2, each of the joint digging portions h on the opposing bridge girders H, H
The expansion joint 1 is bolted in such a manner as to be bridged over the joint arrangement cutouts h, h using the exposed upper end portions of the anchor bolts 2 respectively buried under the bottom of the joint. [Structure of expansion joint 1 ] The expansion joint 1 is basically composed of an elastic rubber material 12 having excellent wear resistance and a lower surface near the center upper surface and the center except for the center as shown in FIGS. The mounting hole 1 including the steel plate 11 buried near the lower surface described above.
0 is formed. As shown in FIG. 2, the upper portion of the mounting hole 10 of the expansion joint 1 forms a large-diameter hole portion 13 in which the headed bolt 3 is rotatably accommodated when the expansion joint 1 is mounted. It is. Here, in this embodiment, the formation pitch P of the mounting holes 10 shown in FIG. 1 is 300 mm. [About the cutout part h for joint arrangement and the anchor bolt 2]
As shown in FIGS. 1 and 2, the cutout portion h for joint arrangement is formed in accordance with the thickness and width of the expansion joint 1, and when the joint is installed, the upper surface of the cutout portion h and the upper surface of the expansion joint 1. And are almost flush.

【0016】アンカーボルト2は、図2に示すように、
継手配置用開削部hの底面と面一に配置されて上面が露
出する雌ネジ体20と、前記雌ネジ体20に固着された
アンカーボルト主体21とを具備するもので、上記継手
配置用開削部hの底面下に埋設されている。なお、この
アンカーボルト2の埋設ピッチP1は、取付用孔10の
形成ピッチPに合わせて300mmとしてある。
The anchor bolt 2 is, as shown in FIG.
The female screw body 20 is disposed flush with the bottom surface of the joint arranging portion h and has an exposed upper surface; and an anchor bolt main body 21 fixed to the female screw member 20. It is buried under the bottom of the part h. In addition, the embedding pitch P1 of the anchor bolt 2 is set to 300 mm in accordance with the formation pitch P of the mounting holes 10.

【0017】ここで、この実施形態では、図3に示すよ
うに、新規施工時に使用されるアンカーボルト2以外
に、継手交換時に使用される交換用アンカーボルト2a
を前記アンカーボルト2,2間の中央(一方のアンカー
ボルト2からP1/2の位置)に埋設してある。なお、
前記交換用アンカーボルト2aはアンカーボルト2と全
く同じ構成としてある。〔新規施工時に伸縮継手1の取り付ける場合〕 図2や図
4の上図に示すように、アンカーボルト2の雌ネジ体2
0のネジ孔と伸縮継手1の取付用孔10とを対向させた
状態で、頭付ボルト3を雌ネジ体20に螺入し、伸縮継
手1の取付用孔10の周辺部分を雌ネジ体20と頭付ボ
ルト3(ワッシャーを介して)により挟持させる。
In this embodiment, as shown in FIG. 3, in addition to the anchor bolt 2 used at the time of new construction, a replacement anchor bolt 2a used at the time of replacing a joint is used.
Is embedded in the center between the anchor bolts 2 and 2 (at a position P1 / 2 from one anchor bolt 2). In addition,
The replacement anchor bolt 2a has exactly the same configuration as the anchor bolt 2. [When the expansion joint 1 is attached at the time of new construction] As shown in FIGS.
In a state where the screw hole No. 0 and the mounting hole 10 of the expansion joint 1 are opposed to each other, the headed bolt 3 is screwed into the female screw body 20, and the peripheral portion of the mounting hole 10 of the expansion joint 1 is female screw body. 20 and a bolt 3 with a head (via a washer).

【0018】なお、伸縮継手1の取り付け前に、交換用
アンカーボルト2aの雌ネジ体20のネジ孔内に防錆用
シーリング材を充填しておく。〔伸縮継手1を交換する場合〕 錆びてアンカーボルト2
の雌ネジ体20に固定状態となっている頭付ボルト3の
頭部を取り去ると共にワッシャーを取り外す。
Before the expansion joint 1 is mounted, the screw holes of the female screw body 20 of the replacement anchor bolt 2a are filled with a rust-preventive sealing material. [When replacing expansion joint 1] Rusted anchor bolt 2
The head of the headed bolt 3 fixed to the female screw body 20 is removed and the washer is removed.

【0019】次に、交換用アンカーボルト2aの雌ネジ
体20のネジ孔内に充填した防錆用シーリング材を取り
去る。
Next, the sealing material for rust prevention filled in the screw hole of the female screw body 20 of the replacement anchor bolt 2a is removed.

【0020】続いて、図2や図4の下図に示すように、
交換用アンカーボルト2aの雌ネジ体20のネジ孔と伸
縮継手1の取付用孔10とを対向させた状態で、頭付ボ
ルト3を雌ネジ体20に螺入し、伸縮継手1の取付用孔
10の周辺部分を雌ネジ体20と頭付ボルト3(ワッシ
ャーを介して)により挟持させることにより交換作業は
完了する。この場合、伸縮継手1は新規施工時のときと
比較してP1/2だけズレることになるが、これは大き
な問題にはならない。
Subsequently, as shown in FIGS. 2 and 4 below,
With the screw hole of the female screw body 20 of the replacement anchor bolt 2a and the mounting hole 10 of the expansion joint 1 facing each other, the headed bolt 3 is screwed into the female screw body 20 to mount the expansion joint 1. The replacement operation is completed by clamping the peripheral portion of the hole 10 between the female screw body 20 and the headed bolt 3 (via a washer). In this case, the expansion joint 1 is shifted by P1 / 2 as compared with that at the time of new construction, but this is not a serious problem.

【0021】このように、この構造を採用した場合、現
場では困難なアンカーボルトの交換作業は無くなるか
ら、伸縮継手1を非常に容易に交換することができる。〔他の実施形態について〕 アンカーボルト2,2相互間に交換用アンカーボルト
2aを一つだけでなく複数個設けるようにしてもよい。
この場合、アンカーボルト2,2相互間の交換用アンカ
ーボルト2aの個数分だけ容易に伸縮継手1の交換がで
きることになる。 整数個の交換用アンカーボルト2aは、アンカーボル
ト2,2相互間において等ピッチで設けられていること
が好ましいが、これに限らず、不等ピッチでもよい。交
換用アンカーボルト2aのピッチを不等にする場合に
は、隣合う一組のアンカーボルト2,2のうちの一方の
アンカーボルト2から交換用アンカーボルト2aまでの
距離を各組のアンカーボルト間で等しく設定しておく必
要がある。 頭付ボルト3は、棒状の雄ネジにナットを螺入して構
成してあるものも採用できる。
As described above, when this structure is adopted, the replacement work of the anchor bolt, which is difficult on site, is eliminated, so that the expansion joint 1 can be replaced very easily. [Other Embodiments] A plurality of replacement anchor bolts 2a may be provided between the anchor bolts 2 and 2, instead of one.
In this case, the expansion joint 1 can be easily replaced by the number of replacement anchor bolts 2a between the anchor bolts 2 and 2. The integer number of replacement anchor bolts 2a is preferably provided at a constant pitch between the anchor bolts 2 and 2, but is not limited thereto, and may be at an irregular pitch. To make the pitch of the replacement anchor bolts 2a unequal, the distance from one anchor bolt 2 of the adjacent pair of anchor bolts 2, 2 to the replacement anchor bolt 2a is set between the anchor bolts of each set. Must be set equal. As the headed bolt 3, a bolt formed by screwing a nut into a rod-shaped male screw can be employed.

【0022】他方、アンカーボルト主体21を通常の3
00mmピッチで埋設するものとし、雌ネジ体20を図
5に示すように長尺材で構成すると共にアンカーボルト
主体21,21・・・相互間に架設したものとし、その
上面にネジ孔を複数個形成したものとすることもでき
る。この場合、両端部以外のネジ孔が、交換用アンカー
ボルト2aの雌ネジ体20と対応するものとなる。しが
って、交換用アンカーボルト2aを埋設することなく上
記実施形態のものと同様の効果を有するものとなる。
On the other hand, the anchor bolt main body 21 is
The female screw body 20 is made of a long material as shown in FIG. 5 and is erected between the anchor bolt main bodies 21, 21..., And a plurality of screw holes are formed on the upper surface thereof. It may be formed individually. In this case, the screw holes other than both ends correspond to the female screw body 20 of the replacement anchor bolt 2a. Therefore, the same effect as that of the above-described embodiment can be obtained without burying the replacement anchor bolt 2a.

【0023】[0023]

【発明の効果】この発明は上記のような構成であるか
ら、次の効果を有する。
Since the present invention has the above-described configuration, it has the following effects.

【0024】発明の実施の形態の欄に記載した内容か
ら、伸縮継手を容易に交換できる伸縮継手の取り付け構
造を提供できた。
From the contents described in the section of the embodiment of the present invention, it was possible to provide a mounting structure of an expansion joint capable of easily replacing the expansion joint.

【図面の簡単な説明】[Brief description of the drawings]

【図1】この発明の実施形態の実施形態である伸縮継手
の取り付け構造の斜視図。
FIG. 1 is a perspective view of an expansion joint mounting structure according to an embodiment of the present invention.

【図2】前記伸縮継手の取り付け構造の断面図。FIG. 2 is a sectional view of a mounting structure of the expansion joint.

【図3】前記伸縮継手の取り付け構造における継手配置
用開削部並びに、新規施工用のアンカーボルト及び交換
用アンカーボルトの配置を示す平面図。
FIG. 3 is a plan view showing a joint digging portion in the mounting structure of the expansion joint, and arrangement of anchor bolts for new construction and anchor bolts for replacement.

【図4】上側の図面は新規施工時の伸縮継手の取り付け
位置を示す平面図であり、下側の図面は交換後の伸縮継
手の取り付け位置を示す平面図。1の取り付ける。
FIG. 4 is a plan view showing an installation position of an expansion joint at the time of new construction, and a lower drawing is a plan view showing an installation position of an expansion joint after replacement. Attach 1.

【図5】他のアンカーボルトの実施形態を示す斜視図。FIG. 5 is a perspective view showing another embodiment of the anchor bolt.

【図6】従来の伸縮継手の取り付け構造における継手配
置用開削部及びアンカーボルトの配置を示す平面図。
FIG. 6 is a plan view showing the arrangement of a joint arrangement cutout portion and anchor bolts in a conventional expansion joint installation structure.

【図7】従来の伸縮継手の取り付け構造を一例を示す断
面図。
FIG. 7 is a cross-sectional view showing an example of a conventional expansion joint mounting structure.

【図8】従来の伸縮継手の取り付け構造を他の例を示す
断面図。
FIG. 8 is a cross-sectional view showing another example of a conventional expansion joint mounting structure.

【符号の説明】[Explanation of symbols]

H 橋桁 h 継手配置用開削部 1 伸縮継手 2 アンカーボルト 2a 交換用アンカーボルト 3 頭付ボルト 10 取付用孔 20 雌ネジ体 21 アンカーボルト主体 H Bridge girder h Joint cut-out section 1 Expansion joint 2 Anchor bolt 2a Replacement anchor bolt 3 Headed bolt 10 Mounting hole 20 Female screw body 21 Mainly anchor bolt

Claims (6)

【特許請求の範囲】[Claims] 【請求項1】 対向する橋桁(H)(H)における各継
手配置用開削部(h)の底面下にそれぞれ埋設されたア
ンカーボルト(2)と、伸縮継手(1)の幅方向両縁部
に形成した取付用孔(10)とを利用して、前記伸縮継
手(1)を継手配置用開削部(h)(h)相互間に架け
渡す態様でボルト止めする構造であって、各アンカーボ
ルト(2)(2)相互間に交換用アンカーボルト(2
a)を埋設してあることを特徴とする伸縮継手の取り付
け構造。
1. Anchor bolts (2) buried under the bottom surface of each joint arrangement cutout (h) in opposed bridge girders (H) and (H), and both widthwise edges of an expansion joint (1). A structure in which the expansion joint (1) is bolted in such a manner that the expansion joint (1) is bridged between the joint arrangement cutout portions (h) and (h) using the mounting holes (10) formed in the anchors. Replacement anchor bolt (2) between bolts (2)
A mounting structure for an expansion joint, wherein a) is embedded.
【請求項2】 アンカーボルト(2)(2a)を、継手
配置用開削部(h)の底面と面一に配置された雌ネジ体
(20)と、前記雌ネジ体(20)に固着されたアンカ
ーボルト主体(21)とを具備するものとし、雌ネジ体
(20)に頭付ボルト(3)を螺入する態様で、伸縮継
手(1)の取付用孔(10)の周辺部分を雌ネジ体(2
0)と頭付ボルト(3)により挟持することを特徴とす
る請求項1記載の伸縮継手の取り付け構造。
2. An anchor bolt (2) (2a) is fixedly attached to a female screw body (20) arranged flush with the bottom surface of the joint digging portion (h), and to the female screw body (20). And a peripheral portion of the mounting hole (10) of the expansion joint (1) by screwing the headed bolt (3) into the female screw body (20). Female screw body (2
2. The mounting structure for an expansion joint according to claim 1, wherein the expansion joint is clamped by a bolt (3) and a head bolt (3).
【請求項3】 アンカーボルト(2)(2)相互間に交
換用アンカーボルト(2a)が整数個設けてあることを
特徴とする請求項1又は2記載の伸縮継手の取り付け構
造。
3. The expansion joint mounting structure according to claim 1, wherein an integral number of replacement anchor bolts (2a) are provided between the anchor bolts (2).
【請求項4】 整数個の交換用アンカーボルト(2a)
は、アンカーボルト(2)(2)相互間において等ピッ
チで設けられていることを特徴とする請求項1乃至3の
いずれかに記載の伸縮継手の取り付け構造。
4. An integral number of replacement anchor bolts (2a).
The expansion joint mounting structure according to any one of claims 1 to 3, wherein the anchors are provided at equal pitches between the anchor bolts (2).
【請求項5】 頭付ボルト(3)は、頭部とネジ部とが
一体成形されたものであることを特徴とする請求項1乃
至4のいずれかに記載の伸縮継手の取り付け構造。
5. The mounting structure for an expansion joint according to claim 1, wherein the head bolt (3) has a head and a screw part integrally formed.
【請求項6】 頭付ボルト(3)は、棒状の雄ネジにナ
ットを螺入して構成してあることを特徴とする請求項1
乃至4のいずれかに記載の伸縮継手の取り付け構造。
6. The head bolt (3) is formed by screwing a nut into a rod-shaped male screw.
A mounting structure for an expansion joint according to any one of claims 1 to 4.
JP30655196A 1996-11-18 1996-11-18 Expansion joint mounting structure Expired - Fee Related JP3472901B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP30655196A JP3472901B2 (en) 1996-11-18 1996-11-18 Expansion joint mounting structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP30655196A JP3472901B2 (en) 1996-11-18 1996-11-18 Expansion joint mounting structure

Publications (2)

Publication Number Publication Date
JPH10147904A true JPH10147904A (en) 1998-06-02
JP3472901B2 JP3472901B2 (en) 2003-12-02

Family

ID=17958411

Family Applications (1)

Application Number Title Priority Date Filing Date
JP30655196A Expired - Fee Related JP3472901B2 (en) 1996-11-18 1996-11-18 Expansion joint mounting structure

Country Status (1)

Country Link
JP (1) JP3472901B2 (en)

Also Published As

Publication number Publication date
JP3472901B2 (en) 2003-12-02

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