JPH0333768Y2 - - Google Patents

Info

Publication number
JPH0333768Y2
JPH0333768Y2 JP18959884U JP18959884U JPH0333768Y2 JP H0333768 Y2 JPH0333768 Y2 JP H0333768Y2 JP 18959884 U JP18959884 U JP 18959884U JP 18959884 U JP18959884 U JP 18959884U JP H0333768 Y2 JPH0333768 Y2 JP H0333768Y2
Authority
JP
Japan
Prior art keywords
fixed
board
plate
support
guide frame
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
JP18959884U
Other languages
Japanese (ja)
Other versions
JPS61106513U (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 JP18959884U priority Critical patent/JPH0333768Y2/ja
Publication of JPS61106513U publication Critical patent/JPS61106513U/ja
Application granted granted Critical
Publication of JPH0333768Y2 publication Critical patent/JPH0333768Y2/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〕 本考案の産業上の利用分野は橋桁間に張架され
た大直径のワイヤロープに対し小直径の複数本の
ワイヤロープにより吊下げられる吊橋に関する分
野である。
[Detailed description of the invention] [Industrial application field] The industrial application field of the invention is a suspension bridge suspended by multiple small diameter wire ropes from a large diameter wire rope stretched between bridge girders. This is a field related to

〔従来の技術〕[Conventional technology]

従来のこの種の構造の吊橋には大小様々なもの
があり、大型のものは歩行部分にアスフアルトや
コンクリートを用いた施工がなされている。
Conventional suspension bridges with this type of structure come in a variety of sizes, with larger ones constructed using asphalt or concrete for the walking parts.

しかし、小型の吊橋では歩行部分に板が横架さ
れている。
However, in small suspension bridges, boards are placed horizontally in the walking section.

〔考案が解決しようとする問題点〕[Problem that the invention attempts to solve]

ところが従来においては歩行部分を板によつて
構成している吊橋においては板の両端部は端縁が
露出しているため、外観上の体裁が悪く、かつ、
風雨による腐蝕が進行し易く、耐久性に劣ると言
う問題点があつた。
However, in conventional suspension bridges where the walking portion is made of boards, both edges of the boards are exposed, resulting in an unsightly appearance.
There were problems in that it was prone to corrosion due to wind and rain and was inferior in durability.

〔問題点を解決するための手段〕[Means for solving problems]

本考案においては上述した問題点を解決するた
めに、歩行部を構成する板の両端を覆つて、か
つ、滑り止めの役目をも果たす地覆を設けた構造
を採用した。
In order to solve the above-mentioned problems, the present invention adopts a structure in which a ground cover is provided that covers both ends of the board that constitutes the walking section and also serves as a non-slip surface.

〔作用〕[Effect]

このような構造を採用すると、板の端縁は地覆
によつて覆われ、体裁が良く、風雨による端縁か
らの腐蝕を防止することができると共に、滑り止
めともなり、踏外し事故を防止できる。
By adopting this type of structure, the edges of the board are covered with ground covering, which gives it a good appearance and prevents corrosion from the edges due to wind and rain.It also prevents slipping and prevents accidents caused by tripping. can.

〔実施例〕〔Example〕

以下、図面に示す実施例に基づいて本考案の詳
細を説明する。
Hereinafter, the present invention will be explained in detail based on embodiments shown in the drawings.

第1図以下は本考案の一実施例を説明するもの
で、図において全体を符号1で示す吊橋は左右の
高欄2,2と両者間に支持された歩行部3とから
構成されている。
FIG. 1 and subsequent figures illustrate one embodiment of the present invention, and the suspension bridge, which is designated as a whole by reference numeral 1 in the figures, is composed of left and right railings 2, 2 and a walking section 3 supported between them.

左右の高欄2,2は例えばアルミ等から引抜成
形された中空の角材4を用いて構成されており、
これら角材4は所定間隔で配置された支柱5に対
して取付けられている。
The left and right handrails 2, 2 are constructed using hollow square timbers 4 pultruded from aluminum or the like, for example.
These square members 4 are attached to struts 5 arranged at predetermined intervals.

各支柱5の下端にはブラケツト6を介してH型
鋼等からなる支持枠7が固定されている。
A support frame 7 made of H-shaped steel or the like is fixed to the lower end of each column 5 via a bracket 6.

支持枠7は左右の高欄2,2の対向する支柱
5,5間に横架されており、各支持枠7の左右の
両端にはU字状のフツク8が固定されており、こ
れらフツク8には図示を省略した橋桁間に張架さ
れた大直径のワイヤロープから吊下げられるワイ
ヤロープ9の下端が固定される。
The support frame 7 is suspended horizontally between the opposing columns 5, 5 of the left and right railings 2, 2, and U-shaped hooks 8 are fixed to both left and right ends of each support frame 7. The lower end of a wire rope 9 suspended from a large diameter wire rope stretched between bridge girders (not shown) is fixed to the lower end.

所定間隔で配置された支持枠7上には左右の高
欄2,2側に寄つた位置において支持梁10,1
0が横架され支持枠7に対して固定されている。
On the support frames 7 arranged at predetermined intervals, support beams 10 and 1 are installed at positions closer to the left and right railings 2 and 2.
0 is horizontally suspended and fixed to the support frame 7.

この支持梁10はH型鋼からなりその上面には
板梁11がボルト12によつて固定されている。
This support beam 10 is made of H-shaped steel and has a plate beam 11 fixed to its upper surface with bolts 12.

また、第2図に示すように左右の支持梁10,
10間には両者を一定間隔に保つための枠体13
が所定間隔で配置されており、各支持梁10の下
面と支持枠7との間にはスペーサ14が配置され
ている。
In addition, as shown in FIG. 2, the left and right support beams 10,
Between 10 and 10, there is a frame 13 for keeping both at a constant distance.
are arranged at predetermined intervals, and a spacer 14 is arranged between the lower surface of each support beam 10 and the support frame 7.

一方、板梁11の上側には踏抜防止用の網状体
15が載置される。
On the other hand, a net-like body 15 for preventing punching is placed on the upper side of the plate beam 11.

この網状体15は例えば第3図に示すように例
えばアルミ製のエキスパンドメタル等からなり全
体としての幅は支持梁10,10の間隔よりも広
く、ほぼ高欄2,2間の間隔に等しい。
As shown in FIG. 3, this net-like body 15 is made of expanded metal made of aluminum, for example, and its overall width is wider than the interval between the support beams 10, 10, and is approximately equal to the interval between the balustrades 2, 2.

この網状体15の上側には所定幅の板16が敷
詰められる。
A board 16 of a predetermined width is laid on the upper side of this net-like body 15.

板16の長さは網状体15の幅よりもわずかに
長く、かつ隣接するもの同志が密着して配置さ
れ、板梁11に対して釘17によつて固定され
る。
The length of the plates 16 is slightly longer than the width of the net-like body 15, and adjacent plates 16 are arranged in close contact with each other and fixed to the plate beam 11 with nails 17.

釘17は網状体15の網目を通つて板梁11に
打込まれるため、網状体15があつても邪魔にな
らず、かつ網状体15は釘17により係止される
ため網状体が踏抜かれることはない。
Since the nails 17 are driven into the joist 11 through the mesh of the mesh 15, even if the mesh 15 exists, it will not get in the way, and since the mesh 15 is locked by the nails 17, the mesh will not be punched through. It never happens.

ところで、板16の長手方向の両端縁には地覆
18が固定される。
By the way, a ground cover 18 is fixed to both ends of the plate 16 in the longitudinal direction.

地覆18はアルミなどから引抜成形されたもの
で、第3図及び第4図に示すようにその断面形状
はほぼT字状をしている。
The ground cover 18 is pultruded from aluminum or the like, and has a substantially T-shaped cross section as shown in FIGS. 3 and 4.

そして、わずかに円弧状に形成された垂直部1
8aとその途中から延びる水平部18bとから成
り、水平部18bの下面には断面がほぼ下向きC
字状の案内枠18cが形成されている。
Then, a vertical portion 1 formed in a slightly arc shape
8a and a horizontal portion 18b extending from the middle thereof.
A letter-shaped guide frame 18c is formed.

水平部18bの先端の下面と案内枠18cの下
面とは面一である。
The lower surface of the tip of the horizontal portion 18b and the lower surface of the guide frame 18c are flush with each other.

この案内枠18c内にはボルト19の頭部19
aが案内枠18cの端縁から嵌合され、このボル
ト19は板16の両端部に形成された透孔16a
中に嵌合され、板16の下側においてナツト20
によつて固定される。
Inside this guide frame 18c is a head 19 of a bolt 19.
a is fitted from the edge of the guide frame 18c, and this bolt 19 is inserted into the through hole 16a formed at both ends of the plate 16.
nut 20 on the underside of plate 16
Fixed by

この地覆18は歩行者の足が板16上を滑り板
16の外側へ踏出さないようにする役目も有す
る。
This ground covering 18 also has the role of preventing pedestrians' feet from sliding on the board 16 and stepping outside the board 16.

このような地覆18を取付けると地覆18の垂
直部18aが板16の端縁を覆うため風雨による
板16の端縁の腐蝕を防止することができる。
When such a base cover 18 is installed, the vertical portion 18a of the base cover 18 covers the edge of the plate 16, thereby preventing the edge of the plate 16 from being corroded by wind and rain.

また、板16の端縁は露出していないため、外
観上も体裁が良くすつきりと仕上がる。
Further, since the edges of the plate 16 are not exposed, the appearance is good and the finished product is neat and clean.

なお上述した実施例にあつてはアルミの引抜成
形品として例示したが、鉄製のものにプラスチツ
ク被覆を行なつたものや強度の大きなプラスチツ
クで成形したものであつても良い。
In the above-described embodiment, an aluminum pultrusion molded product was used as an example, but it may be made of iron coated with plastic or molded with high-strength plastic.

〔効果〕〔effect〕

以上の説明から明らかなように本考案によれ
ば、吊橋の歩行部を構成する板の端縁を覆う地覆
を設けた構造を採用しているため、板の端縁が露
出せず外観上体裁が良く、板の端縁の風雨による
腐蝕を防止できるとともに、歩行者の踏外し事故
を防止することができる。
As is clear from the above explanation, according to the present invention, a structure is adopted in which a ground covering is provided to cover the edges of the boards that make up the walking section of the suspension bridge, so the edges of the boards are not exposed and the appearance is improved. It has a good appearance, prevents corrosion of the edge of the board due to wind and rain, and prevents pedestrians from stepping on it.

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

図は本考案の一実施例を説明するもので、第1
図は全体斜視図、第2図は第1図のA−A線断面
図、第3図は地覆を取付けた状態の一部拡大断面
図、第4図は地覆の斜視図である。 1……吊橋、2……高欄、3……歩行部、5…
…支柱、7……支持枠、9……ワイヤロープ、1
0……支持梁、15……網状体、16……板、1
6a……透孔、18……地覆、18a……垂直
部、18b……水平部、18c……案内枠、19
……ボルト、20……ナツト。
The figure is for explaining one embodiment of the present invention.
The figure is an overall perspective view, FIG. 2 is a sectional view taken along the line A--A in FIG. 1, FIG. 3 is a partially enlarged sectional view of the ground cover installed, and FIG. 4 is a perspective view of the ground cover. 1... Suspension bridge, 2... Railroad, 3... Walking section, 5...
...Strut, 7...Support frame, 9...Wire rope, 1
0...Support beam, 15...Network, 16...Plate, 1
6a...Through hole, 18...Ground cover, 18a...Vertical part, 18b...Horizontal part, 18c...Guide frame, 19
...Boruto, 20...Natsuto.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 垂直な状態で所定間隔で配置された支柱5を有
する高欄2,2と、各高欄2の支柱の下端部に横
架された支持枠7と、これら支持枠7の両端部近
傍に沿つて配置固定された支持梁10,10と、
これら支持梁10,10の上側に固定された板梁
11を介して支持梁10,10間に横架固定され
た多数枚の板16とを備えた吊橋において、前記
多数の板16の両端縁に地覆18を設け、この地
覆18は板16の端縁を覆う垂直部18aと、板
16の端部の上面を覆う水平部18bを有するT
字状に形成され、水平部18bの下面には下向き
C字状の案内枠18cが連続して形成され、この
案内枠18cの下面は水平部18bの先端部の下
面と面一であり、案内枠18c中には地覆18を
板16に固定するためのボルト19の頭部19a
が摺動自在に嵌合されることを特徴とする吊橋。
Railings 2, 2 having pillars 5 arranged vertically at predetermined intervals, support frames 7 suspended horizontally at the lower ends of the pillars of each railing 2, and arranged along the vicinity of both ends of these support frames 7. fixed support beams 10, 10;
In a suspension bridge equipped with a plurality of plates 16 horizontally fixed between the support beams 10 and 10 via plate beams 11 fixed above the support beams 10 and 10, both end edges of the plurality of plates 16 are provided. A ground cover 18 is provided at the T, and this ground cover 18 has a vertical part 18a that covers the edge of the board 16 and a horizontal part 18b that covers the upper surface of the end of the board 16.
A downward C-shaped guide frame 18c is continuously formed on the lower surface of the horizontal portion 18b, and the lower surface of the guide frame 18c is flush with the lower surface of the tip of the horizontal portion 18b. Inside the frame 18c are heads 19a of bolts 19 for fixing the ground covering 18 to the plate 16.
A suspension bridge characterized in that these are slidably fitted together.
JP18959884U 1984-12-14 1984-12-14 Expired JPH0333768Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP18959884U JPH0333768Y2 (en) 1984-12-14 1984-12-14

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP18959884U JPH0333768Y2 (en) 1984-12-14 1984-12-14

Publications (2)

Publication Number Publication Date
JPS61106513U JPS61106513U (en) 1986-07-07
JPH0333768Y2 true JPH0333768Y2 (en) 1991-07-17

Family

ID=30747043

Family Applications (1)

Application Number Title Priority Date Filing Date
JP18959884U Expired JPH0333768Y2 (en) 1984-12-14 1984-12-14

Country Status (1)

Country Link
JP (1) JPH0333768Y2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2813857B2 (en) * 1993-12-03 1998-10-22 昭和アルミニウム株式会社 Suspension bridge

Also Published As

Publication number Publication date
JPS61106513U (en) 1986-07-07

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