JPH022737Y2 - - Google Patents

Info

Publication number
JPH022737Y2
JPH022737Y2 JP12872685U JP12872685U JPH022737Y2 JP H022737 Y2 JPH022737 Y2 JP H022737Y2 JP 12872685 U JP12872685 U JP 12872685U JP 12872685 U JP12872685 U JP 12872685U JP H022737 Y2 JPH022737 Y2 JP H022737Y2
Authority
JP
Japan
Prior art keywords
floor assembly
girder
main girder
bolts
floor
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
JP12872685U
Other languages
Japanese (ja)
Other versions
JPS6238912U (en
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 filed Critical
Priority to JP12872685U priority Critical patent/JPH022737Y2/ja
Publication of JPS6238912U publication Critical patent/JPS6238912U/ja
Application granted granted Critical
Publication of JPH022737Y2 publication Critical patent/JPH022737Y2/ja
Expired legal-status Critical Current

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  • Bridges Or Land Bridges (AREA)

Description

【考案の詳細な説明】 [産業上の利用分野] 本考案は、床組構造と主桁構造とからなる橋梁
に関するものである。
[Detailed Description of the Invention] [Industrial Application Field] The present invention relates to a bridge consisting of a floor assembly structure and a main girder structure.

[従来の技術] 従来の橋梁は、橋軸方向(橋梁長手方向)と平
行に配した主桁上に鋼床版等の床組を載せ、橋軸
方向に延びる該床組と主桁との重合面を溶接して
一体構台とし、床組上にアスフアルト舗装を施す
ようにしている。
[Conventional technology] In conventional bridges, a floor assembly such as a steel deck slab is placed on the main girder arranged parallel to the bridge axis direction (bridge longitudinal direction), and the floor assembly and the main girder that extend in the bridge axis direction are connected. The overlapping surfaces are welded to form an integral pedestal, and asphalt pavement is applied on the floor assembly.

[考案が解決しようとする問題点] しかしながら、斯かる従来の橋梁においては、
主桁と床組との接合部が線になつているため、架
設工事の施工性も悪く、又床組が傷んで復旧作業
が必要となつた場合、床組をばらすのが容易でな
く非常に厄介な作業となつていた。
[Problems that the invention attempts to solve] However, in such conventional bridges,
Because the joint between the main girder and the floor assembly is a line, construction workability is poor, and if the floor assembly is damaged and restoration work is required, it is difficult to take apart the floor assembly, making it extremely difficult. It had become a tedious task.

本考案は、架設工事の施工性を改善すると共
に、復旧作業も容易に行えるようにしようとする
ものである。
The present invention aims to improve the workability of erection work and to facilitate restoration work.

[問題点を解決するための手段] 本考案は、主桁に対し、床組の桁端部のみを全
面的に結合し、他の範囲を部分的に結合した構成
を有する。
[Means for Solving the Problems] The present invention has a configuration in which only the girder ends of the floor assembly are fully connected to the main girder, and other areas are partially connected.

[作用] 従つて、部分的な結合部の結合を解くことによ
り床組を簡単にばらすことができ、復旧作業が容
易に行える。
[Function] Therefore, the floor assembly can be easily taken apart by untying the partial joints, and restoration work can be easily performed.

[実施例] 以下、図面に基づいて本考案の実施例を説明す
る。
[Example] Hereinafter, an example of the present invention will be described based on the drawings.

第1図及び第2図に示す如く、橋軸方向に平行
に配した主桁1上に、横桁材2、縦桁材3、鋼床
版4等から成る床組6を載置し、該床組6の桁端
部(第1図では左端部)を除く範囲の位置を主桁
1に部分的に高張力ボルト5により結合し、且前
記床組6の桁端部を主桁1に全面的に高張力ボル
ト5により結合する。
As shown in FIGS. 1 and 2, a floor assembly 6 consisting of cross beam members 2, longitudinal beam members 3, steel deck slabs 4, etc. is placed on the main girder 1 arranged parallel to the bridge axis direction, The girder end of the floor assembly 6 (the left end in FIG. 1) is partially connected to the main girder 1 with high-tensile bolts 5, and the girder end of the floor assembly 6 is connected to the main girder 1. The entire surface is connected with high tension bolts 5.

前記において、床組6の桁端部は他の部分に比
較して、自動車等の走行により主桁1との間で最
も剪断力を受け易い。そのため、本考案では、床
組6の桁端部は主桁1に対し多数のボルト5によ
り結合して強度アツプを図つている。一方床組6
の桁端部を除く範囲は桁端部に比較して剪断力を
受けない。従つて全面的に結合する必要はなく、
本考案では適宜間隔位置のみをボルト5によつて
結合している。又このように、床組6の桁端部を
除く範囲を部分的にのみ主桁1と結合しているこ
とから、床組6が傷んで復旧作業が必要となつた
場合、部分的に結合されたボルト5を取外すこと
により床組6を容易にばらすことができ、新しい
床組と簡単に交換することができる。
In the above, the girder ends of the floor assembly 6 are most likely to receive shearing force between them and the main girder 1 due to the running of automobiles, etc., compared to other parts. Therefore, in the present invention, the girder ends of the floor assembly 6 are connected to the main girder 1 by a large number of bolts 5 to increase the strength. On the other hand, floor assembly 6
The area excluding the girder ends is not subjected to shearing force compared to the girder ends. Therefore, there is no need to combine them completely,
In the present invention, only appropriately spaced positions are connected by bolts 5. In addition, in this way, since the range of the floor assembly 6 excluding the girder ends is only partially connected to the main girder 1, if the floor assembly 6 is damaged and restoration work is required, it is possible to partially connect the floor assembly 6 to the main girder 1. By removing the bolts 5, the floor assembly 6 can be easily taken apart and replaced with a new floor assembly.

又、前記実施例では床組6の桁端部を主桁1に
対し全面的に結合するために、多数のボルト5を
用いたが、第3図に示すようにコンクリート10
を用いて全面的に結合することもできる。
Further, in the above embodiment, a large number of bolts 5 were used to completely connect the girder ends of the floor assembly 6 to the main girder 1, but as shown in FIG.
It is also possible to combine the entire surface using .

即ち、主桁1の桁端部上に所要数のジベル7を
固設すると共に、床組6の縦桁材3を主桁1の端
部に載るよう配置して、該縦桁材3対向面に設け
た仕切り板9によつてコンクリート10の打設空
間を形成し、各縦桁材3を連結金具8により結合
した後コンクリート10を打設したものである。
That is, the required number of dowels 7 are fixed on the girder end of the main girder 1, and the longitudinal girder members 3 of the floor assembly 6 are arranged so as to rest on the end of the main girder 1, and the longitudinal girder members 3 are placed opposite to each other. A space for concrete 10 to be placed is formed by a partition plate 9 provided on the surface, and the concrete 10 is placed after each longitudinal girder member 3 is connected by a connecting fitting 8.

この方式としても前記実施例と同等の作用効果
を奏し得る。
Even with this method, the same effects as those of the embodiment described above can be achieved.

尚、前記実施例では鋼床版を用いた床組を説明
したが、鉄筋コンクリート床版、PC床版等の床
組でも採用し得ること、この他本考案の要旨を逸
脱しない限り種々変更を加え得ることは勿論であ
る。
In the above embodiments, a floor assembly using steel deck slabs was explained, but floor assembly using reinforced concrete floor slabs, PC floor slabs, etc. may also be adopted, and various other changes may be made without departing from the gist of the present invention. Of course you can get it.

[考案の効果] 以上説明したように本考案の橋梁によれば、主
桁に対して桁端部のみを全面結合して、他の範囲
は部分的に結合するようにしたので、架設工事の
施工性が改善できると共に、復旧工事も容易に行
うことができる、と言う優れた効果を奏し得る。
[Effects of the invention] As explained above, according to the bridge of the invention, only the ends of the girder are fully connected to the main girder, and the other areas are only partially connected, which reduces the construction work. This has the excellent effect of improving workability and making restoration work easier.

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

第1図は本考案の一実施例の一部切断側面図、
第2図は第1図の−矢視図、第3図は第1図
の−矢視に相当する他の例の説明図である。 1は主桁、5はボルト、6は床組、10はコン
クリートを示す。
FIG. 1 is a partially cutaway side view of an embodiment of the present invention;
2 is an explanatory view of another example corresponding to the - arrow direction in FIG. 1, and FIG. 3 is an explanatory diagram of another example corresponding to the - arrow direction in FIG. 1 indicates the main girder, 5 indicates bolts, 6 indicates floor assembly, and 10 indicates concrete.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 主桁に対し、床組の桁端部のみを全面的に結合
し、他の範囲を部分的に結合したことを特徴とす
る橋梁。
A bridge characterized by having only the girder ends of the floor structure fully connected to the main girder, and other areas being partially connected.
JP12872685U 1985-08-23 1985-08-23 Expired JPH022737Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP12872685U JPH022737Y2 (en) 1985-08-23 1985-08-23

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP12872685U JPH022737Y2 (en) 1985-08-23 1985-08-23

Publications (2)

Publication Number Publication Date
JPS6238912U JPS6238912U (en) 1987-03-07
JPH022737Y2 true JPH022737Y2 (en) 1990-01-23

Family

ID=31024650

Family Applications (1)

Application Number Title Priority Date Filing Date
JP12872685U Expired JPH022737Y2 (en) 1985-08-23 1985-08-23

Country Status (1)

Country Link
JP (1) JPH022737Y2 (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP6365551B2 (en) * 2016-01-08 2018-08-01 Jfeスチール株式会社 Replacement method and structure of concrete floor slab
JP6365555B2 (en) * 2016-01-18 2018-08-01 Jfeスチール株式会社 Concrete floor slab replacement method

Also Published As

Publication number Publication date
JPS6238912U (en) 1987-03-07

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