JPS5925925Y2 - Connection structure in prefabricated truss bridges - Google Patents

Connection structure in prefabricated truss bridges

Info

Publication number
JPS5925925Y2
JPS5925925Y2 JP4874579U JP4874579U JPS5925925Y2 JP S5925925 Y2 JPS5925925 Y2 JP S5925925Y2 JP 4874579 U JP4874579 U JP 4874579U JP 4874579 U JP4874579 U JP 4874579U JP S5925925 Y2 JPS5925925 Y2 JP S5925925Y2
Authority
JP
Japan
Prior art keywords
unit
bridge
connecting plates
bridges
connection structure
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
Application number
JP4874579U
Other languages
Japanese (ja)
Other versions
JPS55150805U (en
Inventor
浩太 上田
正博 北川
章彦 松田
Original Assignee
松尾橋梁株式会社
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 松尾橋梁株式会社 filed Critical 松尾橋梁株式会社
Priority to JP4874579U priority Critical patent/JPS5925925Y2/en
Publication of JPS55150805U publication Critical patent/JPS55150805U/ja
Application granted granted Critical
Publication of JPS5925925Y2 publication Critical patent/JPS5925925Y2/en
Expired legal-status Critical Current

Links

Description

【考案の詳細な説明】 本考案は組立式トラス橋梁における連結構造に関し、更
に詳しくは所定長さの単位橋梁を順次連結延長して構成
される橋梁において各単位橋梁の連結に際して、当該橋
梁の円途・強度等の諸条件に応じてヒンジ結合又は剛結
合を簡単に選択できるようにした連結構造に関する。
[Detailed description of the invention] The present invention relates to a connecting structure in a prefabricated truss bridge, and more specifically, in a bridge constructed by sequentially connecting and extending unit bridges of a predetermined length, when connecting each unit bridge, the circle of the bridge is The present invention relates to a connection structure in which hinge connection or rigid connection can be easily selected depending on various conditions such as connection and strength.

従来の連結構造は、ヒンジ結合又は剛結合を選択的に利
用することができず、何れか一つの結合方式を固定的に
用いていたために橋梁自体の用途・機能が制限され、単
なる連結構造の違いとして片付けられないものであった
Conventional connection structures cannot selectively utilize hinge connections or rigid connections, and as either one of the connection methods is fixedly used, the use and function of the bridge itself is limited, and the bridge itself is not a simple connection structure. It was something that could not be dismissed as a difference.

本案は上記の如き現状に鑑みて考案したもので、その要
旨とする点は、必要に応じてヒンジ結合又は剛結合の何
れかを簡単に選択利用できるように構成した連結板を用
いて単位橋梁を順次連結するようにした点にある。
This project was devised in view of the current situation as described above, and the main point is that unit bridges can be constructed using connecting plates configured so that either hinge connection or rigid connection can be easily selected and used as needed. The main point is that they are connected sequentially.

以下、添附図面にて詳説すれば、連結板1は第1図に示
すように平板の一側端部に単位橋梁への取付けのための
ボルト孔2・・・・・・を設けるとともに、他の一側端
部にピン軸挿通用の孔3を形成するか、又は第2図に示
すように長尺の板体の両側端部に前記と同様のボルト孔
2・・・・・・を設けて構成されるものであり、単位橋
梁の連結方式によって第1図又は第2図記載の連結板1
を選択使用する。
In detail below, referring to the attached drawings, the connecting plate 1 is provided with bolt holes 2 at one end of the flat plate for attachment to the unit bridge, as shown in Figure 1. A hole 3 for the pin shaft insertion is formed at one end, or bolt holes 2 similar to those described above are formed at both ends of a long plate as shown in Fig. 2. The connecting plate 1 shown in Figure 1 or Figure 2 depending on the connection method of the unit bridge.
Select and use.

例えばピン4を用いたヒンジ結合の場合第3図に示すよ
うに互いに連結されるべき単位橋梁5,5の対接端部の
両側壁6,6に介挿板7又は8を介して、孔3付きの連
結板1・・・・・・を位置させ各連結板1・・・・・・
のボルト孔2にボルト9を貫通し、且つこれをナツト締
めして単位橋梁5,5に対する連結板1・・・・・・の
結合を行い、次いで各連結板1・・・・・・の孔3・・
・・・・にピン4を挿通′することによって両単位橋梁
5,5をヒンジ結合している。
For example, in the case of hinge connection using pins 4, as shown in FIG. Position the connecting plates 1 with 3... and each connecting plate 1...
The connecting plates 1 are connected to the unit bridges 5, 5 by passing the bolts 9 through the bolt holes 2 of the unit bridges 5, 5, and then tightening the bolts with nuts. Hole 3...
Both unit bridges 5, 5 are hingedly connected by inserting pins 4 through them.

この場合、介挿板7.8の肉厚を図示の如く厚・薄にし
て片方の一対の連結板を他の一対の連結板間に嵌合させ
得るように威している。
In this case, the thickness of the intervening plates 7.8 is made thicker and thinner as shown in the figure so that one pair of connecting plates can be fitted between the other pair of connecting plates.

次に両単位橋梁を剛結合にて連結する場合は、第4図に
示すように両単位橋梁5,5を前記第2図に示した連結
板1,1のボルト・ナツト締めにて連結する。
Next, when connecting both unit bridges by a rigid connection, as shown in Figure 4, connect both unit bridges 5, 5 by tightening the bolts and nuts of the connecting plates 1, 1 shown in Figure 2 above. .

尚この場合介挿板7,8は当然のことながら同肉厚とす
る。
In this case, the interposed plates 7 and 8 are naturally made to have the same thickness.

以上の構成例において両介挿板7,8及び単位橋梁5,
5の両側壁には当然のことなから予じめボルト孔を設け
である。
In the above configuration example, both interposed plates 7, 8 and the unit bridge 5,
As a matter of course, bolt holes are provided in advance on both side walls of 5.

又、該介挿板7,8は予じめ連結板1又は単位橋梁5,
5と一体(例えば溶着等の適宜手段にて)となしておい
ても又、剛結合の場合介挿板を省略してもよい。
In addition, the interposed plates 7 and 8 are preliminarily connected to the connecting plate 1 or the unit bridge 5,
5 (for example, by appropriate means such as welding), or in the case of rigid connection, the intervening plate may be omitted.

尚、第5図中10は補強横梁を示し、前記の如く連結さ
れた橋梁、即ち側梁Aを一体に連結するための部材であ
る。
In addition, numeral 10 in FIG. 5 indicates a reinforcing cross beam, which is a member for integrally connecting the bridges connected as described above, that is, the side beams A.

以上のように構成される本案の連結構造は、2種の連結
板を選択使用するだけでヒンジ結合又は剛結合を容易に
選択できるので、橋梁の用途・強度等に応じて使い分は
得る利点がある。
The proposed connection structure constructed as described above has the advantage that hinge connection or rigid connection can be easily selected by simply selecting and using two types of connection plates, which can be used depending on the purpose, strength, etc. of the bridge. There is.

【図面の簡単な説明】[Brief explanation of the drawing]

第1図、第2図は夫々連結板を示す側面図、第3図、第
4図は連結状態を示す平面図、第5図はトラス橋梁の1
例を示す部分側面図である。 1・・・・・・連結板、2・・・・・・ボルト孔、3・
・・・・・孔、4・・・・・・ピン、5・・・・・・単
位橋梁、6・・・・・・側壁、7・・・・・・介挿板、
8・・・・・・介挿板、9・・・・・・ボルト、10・
・・・・・補強横梁、A・・・・・・側梁。
Figures 1 and 2 are side views showing the connecting plates, Figures 3 and 4 are plan views showing the connected state, and Figure 5 is one side view of the truss bridge.
It is a partial side view which shows an example. 1... Connection plate, 2... Bolt hole, 3.
...hole, 4 ... pin, 5 ... unit bridge, 6 ... side wall, 7 ... insertion plate,
8...Insert plate, 9...Bolt, 10.
...Reinforcement cross beam, A...Side beam.

Claims (1)

【実用新案登録請求の範囲】 所定長さの単位橋梁を複数個連結して構成されるトラス
橋梁において、 一端部に単位橋梁への取付は用のボルト孔2・・・・・
・を設けると共に、他端部に孔3を設けた連結板1を連
続すべき単位橋梁5,5の対接部両側面に2枚一対の連
結板1,1を厚さの異なった介挿板7、又は8を介して
取付け、何れか片方の単位橋梁に取付けた一対の連結板
を他方の単位橋梁に取付けた一対の連結板の間に嵌入可
能となし、且つ両連結板1の孔3にピン4を挿通してな
る組立式トラス橋梁における連結構造。
[Claims for Utility Model Registration] In a truss bridge constructed by connecting a plurality of unit bridges of a predetermined length, one end has two bolt holes for attachment to the unit bridge.
In addition, a pair of connecting plates 1, 1 with different thicknesses are inserted on both sides of the opposing parts of the unit bridges 5, 5 where the connecting plates 1 with holes 3 at the other ends are to be connected. It is installed through the plates 7 or 8, and a pair of connecting plates attached to either one of the unit bridges can be inserted between a pair of connecting plates attached to the other unit bridge, and the holes 3 of both connecting plates 1 A connection structure in a prefabricated truss bridge formed by inserting pins 4.
JP4874579U 1979-04-11 1979-04-11 Connection structure in prefabricated truss bridges Expired JPS5925925Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP4874579U JPS5925925Y2 (en) 1979-04-11 1979-04-11 Connection structure in prefabricated truss bridges

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP4874579U JPS5925925Y2 (en) 1979-04-11 1979-04-11 Connection structure in prefabricated truss bridges

Publications (2)

Publication Number Publication Date
JPS55150805U JPS55150805U (en) 1980-10-30
JPS5925925Y2 true JPS5925925Y2 (en) 1984-07-28

Family

ID=28933047

Family Applications (1)

Application Number Title Priority Date Filing Date
JP4874579U Expired JPS5925925Y2 (en) 1979-04-11 1979-04-11 Connection structure in prefabricated truss bridges

Country Status (1)

Country Link
JP (1) JPS5925925Y2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100517812B1 (en) * 2002-10-24 2005-09-29 동부엔지니어링 주식회사 Protection structure of collapse for gerber truss bridge

Also Published As

Publication number Publication date
JPS55150805U (en) 1980-10-30

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