JP2526394Y2 - Connecting structure of the center pillar of the loading platform Torii - Google Patents

Connecting structure of the center pillar of the loading platform Torii

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Publication number
JP2526394Y2
JP2526394Y2 JP1062391U JP1062391U JP2526394Y2 JP 2526394 Y2 JP2526394 Y2 JP 2526394Y2 JP 1062391 U JP1062391 U JP 1062391U JP 1062391 U JP1062391 U JP 1062391U JP 2526394 Y2 JP2526394 Y2 JP 2526394Y2
Authority
JP
Japan
Prior art keywords
joist
connecting plate
horizontal
torii
loading platform
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 - Fee Related
Application number
JP1062391U
Other languages
Japanese (ja)
Other versions
JPH04107180U (en
Inventor
祐司 瀬下
Original Assignee
小平産業株式会社
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 小平産業株式会社 filed Critical 小平産業株式会社
Priority to JP1062391U priority Critical patent/JP2526394Y2/en
Publication of JPH04107180U publication Critical patent/JPH04107180U/en
Application granted granted Critical
Publication of JP2526394Y2 publication Critical patent/JP2526394Y2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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  • Body Structure For Vehicles (AREA)

Description

【考案の詳細な説明】[Detailed description of the invention]

【0001】[0001]

【産業上の利用分野】本考案は、荷台鳥居の中柱の連結
構造に関し、特に、荷台の縦根太と横根太との連結部分
から直立するように連結された荷台鳥居の中柱の連結構
造に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a connecting structure of a center pillar of a loading bed torii, and more particularly, a connecting structure of a middle pillar of a loading board torii which is connected upright from a connecting portion between a vertical joist and a horizontal joist of the loading board. About.

【0002】[0002]

【従来の技術】従来の荷台鳥居の中柱の連結構造につい
て、図1〜図3を参照して説明する。図1において、荷
台1の運転台側に設けられた鳥居2には、図示のよう
に、2本の中柱3が直立している。この中柱はL型の鋼
材で形成されている。図1の丸で囲んだ部分を拡大した
図2において、荷台の床下に設けられた横根太4と縦根
太5とは上下に延びるアンカーボルト6によって相互に
連結されている。そして、中柱3は、この横根太と縦根
太の連結部分において、図2及び図3の上部で横根太4
に対してボルト7によりボルト止めされており、図2及
び図3の下部では縦根太5に対して、ボルト8によりボ
ルト止めされている。かかる構造の連結は、上記のよう
に、単にボルト7、8の使用によって、中柱をボルト止
めするだけであるので簡単であるという利点がある。
2. Description of the Related Art Referring to FIGS. In FIG. 1, two middle pillars 3 stand upright at a torii gate 2 provided on the driver's cab side of a loading platform 1 as shown in the figure. The center pillar is formed of an L-shaped steel material. In FIG. 2, which is an enlarged view of a portion surrounded by a circle in FIG. 1, a horizontal joist 4 and a vertical joist 5 provided under the floor of a cargo bed are mutually connected by anchor bolts 6 extending vertically. 2 and 3 at the connecting portion between the horizontal joist and the vertical joist.
2 and 3, the lower joist 5 is bolted to the vertical joist 5 by a bolt 8. The connection of such a structure has the advantage that it is simple, as described above, by merely bolting the center column by the use of the bolts 7,8.

【0003】[0003]

【考案が解決しようとする課題】しかしながら、かかる
構造の連結は、横根太や縦根太が木材であり、木材をボ
ルトで締付けると、木材の乾燥や皴割れや収縮等の経時
変化等により、締付け部分に緩みが出てガタつき、この
ガタつきによって、ボルト穴が大きくなってしまい、縦
根太5に図2及び図3に示すような割れ9が発生して破
損したり、中柱3が運転台側に倒れたりする不具合があ
った。
[Problem to be Solved by the Invention] However, in connection of such a structure, the horizontal joist and the vertical joist are made of wood. Loose parts appear and rattle, and the rattle causes the bolt holes to become large, causing cracks 9 in the vertical joist 5 as shown in FIGS. There was a problem of falling down on the platform side.

【0004】従って、本考案の目的は、横根太や縦根太
の乾燥や皴割れや収縮等の経時変化等によって、ガタつ
いたり、割れが発生したり、中柱が倒れたりする不具合
を解消する、中柱の連結構造を提供することにある。
Accordingly, an object of the present invention is to solve the problems of rattling, cracking, and falling down of the center pillar due to drying of the horizontal joist and the vertical joist, changes over time such as wrinkles and shrinkage, and the like. To provide a connection structure for the center pillar.

【0005】かかる目的を達成するため、本考案によれ
ば、荷台の縦根太と横根太との連結部分から直立するよ
うに連結された荷台鳥居の中柱の連結部分には、横根太
及び縦根太と中柱との間に連結板が介在しており、この
連結板は、該連結板と中柱との間に横根太を挟んでボル
ト止めする形状にされ、且つこの連結板の他の部分にお
いて縦根太と横根太を連結するアンカーボルトによって
両根太とともにボルト止めされる形状にされている荷台
鳥居の中柱の連結構造が提供される。
In order to achieve this object, according to the present invention, the connecting portion of the center pillar of the loading platform torii which is connected upright from the connecting portion between the vertical joist and the horizontal joist of the loading platform has a horizontal joist and a vertical joist. A connecting plate is interposed between the joist and the center pillar, and the connecting plate is shaped to be bolted with the horizontal joist sandwiched between the connecting plate and the center pillar, and other connecting plates are provided. There is provided a connecting structure of a middle pillar of a loading platform torii which is shaped to be bolted together with both joists by an anchor bolt connecting the vertical joist and the horizontal joist at a portion.

【0006】[0006]

【実施例】以下、本考案の実施例について図4〜図7を
参照しながら説明する。本考案においては、荷台の縦根
太5と横根太4との連結部分から直立するように連結さ
れた荷台鳥居の中柱3の連結部分には、横根太4及び縦
根太5と中柱3との間に連結板11が介在している。こ
の連結板11の詳細は、図7に最もよく示されておる。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment of the present invention will be described below with reference to FIGS. In the present invention, the connecting portion of the middle pillar 3 of the loading platform torii which is connected so as to be upright from the connecting portion of the vertical joist 5 and the horizontal joist 4 of the loading platform includes the horizontal joist 4 and the vertical joist 5 and the middle pillar 3. The connecting plate 11 is interposed between the two. The details of this connecting plate 11 are best shown in FIG.

【0007】この連結板11は、図7に示すように、基
本的には、一定の幅及び高さの一枚の鋼板を階段形状に
形成したもので成る。この連結板11の下側の部分12
には階段形状に形成された連結板11の形状を維持する
ために、強化用三角板13が両側に溶接されている。連
結板11の幅は、連結部分にある横根太4を一定長さ保
持し且つ縦根太5の幅方向長さをカバーする大きさに選
定されている。また、上側の連結板部分14は、下側の
連結板部分12に対して横根太4の幅に対応する水平部
分15によって、図7の手前側に延び出ている。そし
て、下側の連結板部分12には、図7の右側の位置に、
水平部分15から縦根太5の高さ分だけ下の側に支持ブ
ラケット16が溶接されている。この支持ブラケット1
6の大きさは縦根太5を一定長さ支持できる長さと幅を
有する。
As shown in FIG. 7, the connecting plate 11 is basically formed by forming a single steel plate having a constant width and height in a stepped shape. The lower part 12 of the connecting plate 11
In order to maintain the shape of the connecting plate 11 formed in a stepped shape, a reinforcing triangular plate 13 is welded to both sides. The width of the connecting plate 11 is selected to be a size that holds the horizontal joist 4 at the connecting portion at a fixed length and covers the length of the vertical joist 5 in the width direction. The upper connecting plate portion 14 extends toward the front side in FIG. 7 by a horizontal portion 15 corresponding to the width of the horizontal joist 4 with respect to the lower connecting plate portion 12. Then, the lower connecting plate portion 12 is positioned at the right side of FIG.
A support bracket 16 is welded to the side below the horizontal portion 15 by the height of the vertical joist 5. This support bracket 1
The size 6 has a length and a width capable of supporting the vertical joist 5 by a certain length.

【0008】前記した形状で成る連結板11は、該連結
板11と中柱3との間に横根太4を挟んでボルト止めす
る形状にされた部分18(図7の左側部分)と、アンカ
ーボルト6によって縦根太5と横根太4とともにボルト
止めされる形状にされた部分19(図7の右側部分)と
を有している。
The connecting plate 11 having the above-mentioned shape has a portion 18 (a left portion in FIG. 7) shaped to be bolted with the horizontal joist 4 sandwiched between the connecting plate 11 and the center pillar 3, and an anchor. It has a portion 19 (the right portion in FIG. 7) which is bolted together with the vertical joist 5 and the horizontal joist 4 by the bolt 6.

【0009】かかる構造で成る連結板11を用いて、中
柱3を横根太4と縦根太5の連結部分に連結した状態を
図4〜図6に示す。図5に示すように、部分18では、
連結板11の上側部分14と中柱3との間に横根太4を
挟んでボルト21で締付けられており、このボルト止め
のため、連結板11には穴22が形成されている。ま
た、連結板の下側部分12は中柱3に直接ボルト23が
締付けられ、連結板にはボルト穴24が形成されてい
る。また、図4〜図6に示すように、部分19におい
て、縦根太5と横根太4を連結するアンカーボルト6に
よって両根太とともに支持ブラケット16と水平部分1
5とがボルト止めされる。このボルト止めのため、支持
ブラケット16には穴26が、また、水平部分15には
穴27がそれぞれ形成されている。
FIGS. 4 to 6 show a state in which the middle pillar 3 is connected to the connecting portion of the horizontal joist 4 and the vertical joist 5 using the connecting plate 11 having such a structure. As shown in FIG.
The connecting plate 11 is fastened by bolts 21 with the horizontal joist 4 interposed between the upper portion 14 and the middle pillar 3. A hole 22 is formed in the connecting plate 11 for bolting. Further, the lower portion 12 of the connecting plate is directly tightened with a bolt 23 on the middle pillar 3, and a bolt hole 24 is formed in the connecting plate. As shown in FIGS. 4 to 6, in the portion 19, the support bracket 16 and the horizontal portion 1 are joined together with both joists by the anchor bolts 6 connecting the vertical joists 5 and the horizontal joists 4.
5 is bolted. For this bolting, a hole 26 is formed in the support bracket 16 and a hole 27 is formed in the horizontal portion 15.

【0010】[0010]

【考案の効果】本考案によれば、横根太及び縦根太と中
柱との間に連結板が介在し、連結板と中柱との間に横根
太を挟んでボルト止めするとともに、この連結板の他の
部分において縦根太と横根太を連結するアンカーボルト
によって両根太とともにボルト止めできるので、鳥居中
柱と横根太の連結及び中柱と縦根太の連結の強度が向上
し、縦根太等の割れや穴の増大がなくなり、ガタつきも
防止でき、更に、この連結板の存在によって、縦根太と
横根太と中柱の相互の連結作業が、1つの方向からで
き、組立作業性が向上する。
According to the present invention, the connecting plate is interposed between the horizontal joist and the vertical joist and the middle pillar, and the horizontal joist is sandwiched between the connecting plate and the middle pillar with bolts. Anchor bolts connecting the vertical and horizontal joists at other parts of the board can be bolted together with both joists, improving the strength of the connection between the torii center pillar and the horizontal joist and the connection between the center pillar and the vertical joist, and the vertical joist etc. Eliminates cracks and increases in holes and prevents rattling. In addition, the presence of this connecting plate allows the connection work between the vertical joist, the horizontal joist and the center pillar from one direction, improving the assembly workability. I do.

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

【図1】荷台の鳥居を運転台からみた図である。FIG. 1 is a diagram of a torii gate on a loading platform viewed from a cab.

【図2】従来の連結構造を、図1の丸で囲んだ部分を拡
大して示す図である。
FIG. 2 is an enlarged view showing a conventional connection structure in a portion circled in FIG. 1;

【図3】従来の連結構造を、図2のA−A線で断面して
示す図である。
FIG. 3 is a cross-sectional view of a conventional connection structure taken along line AA of FIG. 2;

【図4】本考案に係る連結構造を、図1の丸で囲んだ部
分を拡大して示す図である。
FIG. 4 is an enlarged view of the connection structure according to the present invention in a portion surrounded by a circle in FIG. 1;

【図5】本考案に係る連結構造を、図4のB−B線で断
面して示す図である。
FIG. 5 is a cross-sectional view of the connection structure according to the present invention taken along line BB of FIG. 4;

【図6】本考案に係る連結構造を、図4のC−C線で断
面して示す図である。
FIG. 6 is a cross-sectional view of the connecting structure according to the present invention taken along line CC of FIG. 4;

【図7】本考案に係る連結構造に用いる連結板の斜視図
である。
FIG. 7 is a perspective view of a connecting plate used in the connecting structure according to the present invention.

【符号の説明】[Explanation of symbols]

1 荷台 2 鳥居 3 中柱 4 横根太 5 縦根太 6 アンカーボルト 9 割れ 11 連結板 12 下側部分 14 上側部分 15 水平部分 16 支持ブラケット 18 横根太を保持する部分 19 縦根太を保持する部分 REFERENCE SIGNS LIST 1 loading bed 2 torii 3 middle pillar 4 horizontal joist 5 vertical joist 6 anchor bolt 9 crack 11 connecting plate 12 lower part 14 upper part 15 horizontal part 16 support bracket 18 part holding horizontal joist 19 part holding vertical joist

Claims (1)

(57)【実用新案登録請求の範囲】(57) [Scope of request for utility model registration] 【請求項1】 荷台の縦根太と横根太との連結部分から
直立するように連結された荷台鳥居の中柱の連結構造に
おいて、中柱の連結部分には横根太及び縦根太と中柱と
の間に連結板が介在しており、この連結板は、該連結板
と中柱との間に横根太を挟んでボルト止めする形状にさ
れ、且つこの連結板の他の部分において縦根太と横根太
を連結するアンカーボルトによって両根太とともにボル
ト止めされる形状にされていることを特徴とする荷台鳥
居の中柱の連結構造。
1. A connecting structure of a middle pillar of a loading platform torii connected upright from a connecting portion between a vertical joist and a horizontal joist of a loading platform, wherein the connecting portion of the middle pillar includes a horizontal joist, a vertical joist, and a middle pillar. A connecting plate is interposed between the connecting plate and the connecting plate, and the connecting plate is shaped to be bolted with the horizontal joist sandwiched between the connecting plate and the center pillar, and the other portion of the connecting plate is connected to the vertical joist. A connecting structure for the middle pillar of a loading platform torii, which is shaped to be bolted together with both joists by means of anchor bolts connecting the horizontal joists.
JP1062391U 1991-03-01 1991-03-01 Connecting structure of the center pillar of the loading platform Torii Expired - Fee Related JP2526394Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1062391U JP2526394Y2 (en) 1991-03-01 1991-03-01 Connecting structure of the center pillar of the loading platform Torii

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1062391U JP2526394Y2 (en) 1991-03-01 1991-03-01 Connecting structure of the center pillar of the loading platform Torii

Publications (2)

Publication Number Publication Date
JPH04107180U JPH04107180U (en) 1992-09-16
JP2526394Y2 true JP2526394Y2 (en) 1997-02-19

Family

ID=31900370

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1062391U Expired - Fee Related JP2526394Y2 (en) 1991-03-01 1991-03-01 Connecting structure of the center pillar of the loading platform Torii

Country Status (1)

Country Link
JP (1) JP2526394Y2 (en)

Also Published As

Publication number Publication date
JPH04107180U (en) 1992-09-16

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