JPH08244652A - Floor construction of loading platform for dump truck - Google Patents

Floor construction of loading platform for dump truck

Info

Publication number
JPH08244652A
JPH08244652A JP5276095A JP5276095A JPH08244652A JP H08244652 A JPH08244652 A JP H08244652A JP 5276095 A JP5276095 A JP 5276095A JP 5276095 A JP5276095 A JP 5276095A JP H08244652 A JPH08244652 A JP H08244652A
Authority
JP
Japan
Prior art keywords
vertical
horizontal
joist
vertical walls
walls
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
JP5276095A
Other languages
Japanese (ja)
Other versions
JP3005706B2 (en
Inventor
Kozo Ueda
浩三 植田
Haruo Arima
治雄 有馬
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.)
Showa Aluminum Can Corp
Kyokuto Kaihatsu Kogyo Co Ltd
Original Assignee
Showa Aluminum Corp
Kyokuto Kaihatsu Kogyo Co Ltd
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 Showa Aluminum Corp, Kyokuto Kaihatsu Kogyo Co Ltd filed Critical Showa Aluminum Corp
Priority to JP7052760A priority Critical patent/JP3005706B2/en
Publication of JPH08244652A publication Critical patent/JPH08244652A/en
Application granted granted Critical
Publication of JP3005706B2 publication Critical patent/JP3005706B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Abstract

PURPOSE: To lower the height, lighten the weight, simplify the manufacturing operation and increase the strength. CONSTITUTION: There is provided a longitudinal sleeper 1 made of an extrusion molding aluminum material with U-shaped cross section having a pair of vertical walls 2 opposed to each other and the horizontal wall 3 interconnecting the lower ends of both vertical walls 2. There are provided lateral sleepers 4, 5 made of an extrusion molding aluminum with U-shaped cross section having a pair of vertical walls 6, 7 opposed to each other and horizontal walls 8, 9 interconnecting the lower ends of both vertical walls 6, 7. Horizontal reinforcing walls 11, 12 interconnecting both vertical walls 2 are formed integrally with both vertical walls 2 above the horizontal wall 3 between both vertical walls 2 of the longitudinal sleeper 1. The upper portion of the horizontal wall 3 between both vertical walls 2 of the longitudinal sleeper 1 has horizontal reinforcing walls 11, 12 interconnecting both vertical walls 2 and formed integrally with both vertical walls 2. The height of the upper portion higher than reinforcing walls 11, 12 is equalized to the height of the lateral sleepers 4, 5. Both vertical walls 2 of the longitudinal sleeper 1 are respectively formed with notches 13, 14 for fitting the lateral sleeper from the upper end. The lateral sleepers 4, 5 are connected with the longitudinal sleeper 1 while the lateral sleepers 4, 5 are fitted in the notches 13, 14 and supported by the reinforcing walls 11, 12.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】この発明はダンプトラック用荷台
の床組みに関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a floor mount for a dump truck bed.

【0002】この明細書において、「アルミニウム」と
いう語には、純アルミニウムの他にアルミニウム合金を
含むものとする。
In this specification, the term "aluminum" includes aluminum alloy in addition to pure aluminum.

【0003】[0003]

【従来の技術と発明が解決しようとする課題】従来、ダ
ンプトラック用荷台の床組みとしては、図5に示すよう
に、シャシフレーム(図示略)で支持されている横断面
コ字状の鋼製縦根太(30)と、縦根太(30)にこれと間隔を
おいて載せられている複数の横断面コ字状の鋼製横根太
(31)と、横根太(31)上に張られた床板(32)とよりなるも
のが用いられていた(実開平3−28081号参照)。
2. Description of the Related Art Conventionally, as a floor assembly of a dump truck bed, as shown in FIG. 5, steel having a U-shaped cross section supported by a chassis frame (not shown). Vertical joist (30) and a plurality of U-shaped steel horizontal joists placed on the vertical joist (30) at intervals.
The one composed of (31) and the floorboard (32) stretched on the horizontal joist (31) was used (see Jitsukaihei 3-28081).

【0004】しかしながら、従来の床組みの場合、上下
方向の高さが大きくなるという問題があった。しかも、
縦根太(30)および横根太(31)が鋼製であるので、重量が
大きくなるという問題があった。
However, the conventional floor assembly has a problem that the height in the vertical direction becomes large. Moreover,
Since the vertical joist (30) and the horizontal joist (31) are made of steel, there is a problem that the weight becomes large.

【0005】そこで、図6に示すような床組みが考えら
れている。この床組みは、横断面U字状の鋼製縦根太(3
5)と、同じく横断面U字状の鋼製横根太(36)とを備えて
いる。縦根太(35)の相対向する垂直壁(37)に、その上端
から横根太(36)の高さと等しい高さの切欠き(38)が形成
され、横根太(36)が切欠き(38)内に嵌め入れられた状態
で縦根太(35)に溶接されている。また、切欠き(38)から
縦根太(35)の長さ方向にずれた位置において、縦根太(3
5)内に複数の長方形状垂直補強板(39)が嵌め入れられ、
補強板(39)の下縁および両側縁が縦根太(35)に溶接され
ている。補強板(39)は、縦根太(35)の曲げに対する剛性
を向上させるためのものである。
Therefore, a floor structure as shown in FIG. 6 has been considered. This floor structure is made of steel vertical joist (3
5) and a steel horizontal joist (36) having a U-shaped cross section. A notch (38) having a height equal to the height of the horizontal joist (36) is formed from the upper end of the vertical walls (37) facing each other of the vertical joist (35), and the lateral joist (36) has the notch (38). It is welded to the vertical joist (35) while it is fitted inside. Also, at the position displaced from the notch (38) in the length direction of the vertical joist (35), the vertical joist (3
A plurality of rectangular vertical reinforcing plates (39) are fitted in 5),
The lower edge and both side edges of the reinforcing plate (39) are welded to the vertical joist (35). The reinforcing plate (39) is for improving the rigidity of the vertical joist (35) against bending.

【0006】しかしながら、図6に示す床組みでも、縦
根太(35)および横根太(36)が鋼製であるので、重量が大
きくなるという問題がある。また、補強板(39)を縦根太
(35)に溶接する作業に手間がかかり、ひいては床組みの
製造作業が面倒になるという問題がある。
However, even in the floor assembly shown in FIG. 6, since the vertical joists (35) and lateral joists (36) are made of steel, there is a problem that the weight becomes large. In addition, a reinforcing plate (39) is attached to the vertical joist.
There is a problem that the work of welding to (35) is troublesome, and eventually the work of manufacturing the floor assembly is troublesome.

【0007】この発明の目的は、上記問題を一挙に解決
したダンプトラック用荷台の床組みを提供することにあ
る。
An object of the present invention is to provide a floor mount for a dump truck bed that solves the above problems all at once.

【0008】[0008]

【課題を解決するための手段】この発明によるダンプト
ラック用荷台の床組みは、相対向する1対の垂直壁およ
び両垂直壁と一体に形成されかつ両垂直壁の下部どうし
を連結する水平壁を有するアルミニウム押出形材製縦根
太と、同じく相対向する1対の垂直壁および両垂直壁と
一体に形成されかつ両垂直壁の下部どうしを連結する水
平壁を有するアルミニウム押出形材製横根太とを備えて
おり、縦根太の両垂直壁間における水平壁よりも上方の
部分に、両垂直壁を連結する水平状補強壁が両垂直壁と
一体に形成され、縦根太の両垂直壁における補強壁より
も上方の部分の高さが横根太の高さと等しくされ、縦根
太の両垂直壁にそれぞれその上端から横根太嵌合用の切
欠きが形成され、横根太がこの切欠き内に嵌め入れられ
て補強壁に支持された状態で縦根太に接合されているも
のである。
According to the floor assembly of a dump truck bed according to the present invention, a pair of vertical walls facing each other and a horizontal wall integrally formed with both vertical walls and connecting lower parts of the vertical walls to each other are provided. A vertical joist made of aluminum extruded profile, and a horizontal joist made of aluminum extruded profile having a pair of vertical walls which are also opposed to each other and a horizontal wall integrally formed with both vertical walls and connecting lower parts of both vertical walls. The horizontal reinforcing wall connecting both vertical walls is formed integrally with both vertical walls in the portion above the horizontal wall between both vertical walls of the vertical joist. The height of the part above the reinforcing wall is made equal to the height of the horizontal joist, and the vertical joist vertical walls are formed with notches for lateral joist fitting from their upper ends, and the horizontal joist fits in this notch. Encased and supported by a reinforced wall And those that are joined to the vertical joists state.

【0009】上記ダンプトラック用荷台の床組みにおい
て、縦根太および横根太が、それぞれ垂直壁と水平壁に
より横断面U字状となされていることがある。
In the floor assembly of the dump truck carrier, the vertical joist and the horizontal joist may have a U-shaped cross section by the vertical wall and the horizontal wall, respectively.

【0010】[0010]

【作用】この発明によるダンプトラック用荷台の床組み
では、縦根太および横根太がアルミニウム押出形材製で
あるので、従来の縦根太および横根太が鋼製のものに比
べて軽量化を図れる。また、縦根太の両垂直壁における
補強壁よりも上方の部分の高さが横根太の高さと等しく
され、縦根太の両垂直壁にそれぞれその上端から横根太
嵌合用の切欠きが形成され、横根太がこの切欠き内に嵌
め入れられているので、床組みの高さが、図5に示す従
来のものに比べて低くなる。また、縦根太の両垂直壁間
における水平壁よりも上方の部分に、両垂直壁を連結す
る水平状補強壁が両垂直壁と一体に形成されているの
で、曲げに対する剛性が向上する。しかも、横根太は縦
根太の補強壁によって支持されるので、横根太に対する
支持力が増大する。さらに、縦根太はアルミニウム押出
形材製であるから、補強壁を垂直壁および水平壁と同時
に成形することができる。
In the floor assembly of the dump truck carrier according to the present invention, since the vertical joists and the horizontal joists are made of aluminum extruded shape members, the weight can be reduced as compared with the conventional longitudinal joists and horizontal joists made of steel. Further, the height of the portion above the reinforcing wall in both vertical wall of the vertical joist is equal to the height of the horizontal joist, and the vertical joist vertical walls are formed with notches for lateral joist fitting from their upper ends, Since the horizontal joists are fitted in the notches, the height of the floor assembly is lower than that of the conventional one shown in FIG. In addition, since the horizontal reinforcing wall that connects the vertical walls is integrally formed with the both vertical walls in a portion above the horizontal wall between the vertical walls of the vertical joist, the rigidity against bending is improved. Moreover, since the lateral joists are supported by the vertical joist reinforcing wall, the supporting force for the lateral joists increases. Further, since the vertical joists are made of aluminum extruded profile, the reinforcing wall can be formed simultaneously with the vertical wall and the horizontal wall.

【0011】縦根太および横根太が、それぞれ垂直壁と
水平壁により横断面U字状となされていると、必要な強
度および剛性を確保した上で、床組みの軽量化を図るこ
とができる。
When the vertical joist and the horizontal joist are U-shaped in cross section by the vertical wall and the horizontal wall, respectively, it is possible to reduce the weight of the floor assembly while ensuring necessary strength and rigidity.

【0012】[0012]

【実施例】以下、この発明の実施例を、図面を参照して
説明する。
Embodiments of the present invention will be described below with reference to the drawings.

【0013】図1はこの発明によるダンプトラック用荷
台の床組みの1つの実施例を示す。
FIG. 1 shows an embodiment of a floor assembly of a dump truck bed according to the present invention.

【0014】図1において、ダンプトラック用荷台の床
組みは、相対向する1対の垂直壁(2) および両垂直壁
(2) と一体に形成されかつ両垂直壁(2) の下端どうしを
連結する水平壁(3) を有する横断面U字状アルミニウム
押出形材製縦根太(1) と、同じく相対向する1対の垂直
壁(6)(7)および両垂直壁(6)(7)と一体に形成されかつ両
垂直壁(6)(7)の下端どうしを連結する水平壁(8)(9)を有
している高さの異なる2種の横断面U字状アルミニウム
押出形材製横根太(4)(5)とを備えている。
In FIG. 1, the floor assembly of the dump truck bed is composed of a pair of vertical walls (2) facing each other and both vertical walls.
(1) which is also integrally formed with (2) and has a vertical joist (1) made of aluminum extruded section with a U-shaped cross section and having a horizontal wall (3) connecting the lower ends of both vertical walls (2). A pair of vertical walls (6) (7) and horizontal walls (8) (9) that are integrally formed with both vertical walls (6) (7) and that connect the lower ends of both vertical walls (6) (7). It is provided with two types of lateral joists (4) and (5) made of extruded aluminum U-shaped cross sections having different heights.

【0015】縦根太(1) の両垂直壁(2) 間に、両垂直壁
(2) を連結する複数、たとえば2つの水平状補強壁(11)
(12)が上下に間隔をおいて両垂直壁(2) と一体に形成さ
れている。縦根太(1) の両垂直壁(2) における上側の補
強壁(11)よりも上方の部分の高さは、高さの低い第1の
横根太(4) の高さと等しくされている。縦根太(1) の両
垂直壁(2) における下側の補強壁(12)よりも上方の部分
の高さは、高さの高い第2の横根太(5) の高さと等しく
されている。縦根太(1) の両垂直壁(2) の相対向する部
分に、それぞれその上端から上側補強壁(11)まで至りか
つ第1横根太(4) を嵌入しうる横根太嵌合用の第1の切
欠き(13)が形成されている。また、第1切欠き(13)とは
縦根太(1) の長さ方向にずれた位置において、縦根太
(1) の両垂直壁(2) の相対向する部分に、それぞれその
上端から下側補強壁(12)まで至りかつ第2横根太(5) を
嵌入しうる横根太嵌合用の第2の切欠き(14)が形成され
ている。第1切欠き(13)の下端は上側補強壁(11)上面
と、第2切欠き(14)の下端は下側補強壁(12)上面とそれ
ぞれ合致している。そして、第1横根太(4) が第1切欠
き(13)内に、第2横根太(5) が第2切欠き(14)内にそれ
ぞれ嵌め入れられて補強壁(11)(12)に支持された状態で
縦根太(1) に溶接、ろう付等によって接合されている。
Between the vertical wall (2) of the vertical joist (1), both vertical walls
A plurality of, for example, two horizontal reinforcing walls that connect (2) (11)
(12) is formed integrally with both vertical walls (2) with a vertical spacing. The height of the upper part of the vertical walls (2) of the vertical joist (1) above the upper reinforcing wall (11) is made equal to the height of the first lateral joist (4) having a low height. The height of both vertical walls (2) of the vertical joist (1) above the lower reinforcing wall (12) is made equal to the height of the second tall joist (5). . First for horizontal joist fitting that can reach the upper reinforcing wall (11) from the upper end to the opposite parts of both vertical walls (2) of the vertical joist (1) and to which the first lateral joist (4) can be fitted. The notch (13) is formed. The first notch (13) is different from the vertical joist (1) at a position displaced in the longitudinal direction.
A second horizontal joist for fitting a second horizontal joist (5) that can reach the lower reinforcing wall (12) and the second lateral joist (5) can be inserted into the opposite parts of both vertical walls (2) of (1). A notch (14) is formed. The lower end of the first notch (13) coincides with the upper surface of the upper reinforcing wall (11), and the lower end of the second notch (14) coincides with the upper surface of the lower reinforcing wall (12). The first lateral joists (4) are fitted in the first notches (13) and the second lateral joists (5) are fitted in the second notches (14), respectively, and the reinforcing walls (11) (12) are inserted. It is joined to the vertical joist (1) by welding, brazing, etc. while being supported by.

【0016】図2はこの発明によるダンプトラック用荷
台の床組みの他の実施例を示す。
FIG. 2 shows another embodiment of the floor assembly of the dump truck bed according to the present invention.

【0017】図2において、アルミニウム押出形材製縦
根太(20)およびアルミニウム押出形材製横根太(21)(22)
は、それぞれ両垂直壁(2)(6)(7) の上端どうしも、垂直
壁(2)(6)(7) と一体に形成された水平壁(23)(24)(25)に
より連結されている。その他の構成は図1に示す実施例
と同様であり、同一部分および同一部材にはそれぞれ同
一符号を付して説明を省略する。
In FIG. 2, a vertical joist (20) made of extruded aluminum and lateral joists (21) (22) made of extruded aluminum are shown.
The upper ends of both vertical walls (2) (6) (7) are connected by horizontal walls (23) (24) (25) integrally formed with the vertical walls (2) (6) (7). Has been done. The other structure is the same as that of the embodiment shown in FIG. 1, and the same portions and the same members are designated by the same reference numerals and the description thereof will be omitted.

【0018】上記において、図1に示す実施例の場合、
図2に示す実施例の場合と比べて、縦根太の曲げに対す
る剛性および横根太の強度をほとんど低下させることな
く軽量化を図ることができる。
In the above, in the case of the embodiment shown in FIG.
As compared with the case of the embodiment shown in FIG. 2, the weight can be reduced without substantially lowering the bending strength of the vertical joists and the strength of the lateral joists.

【0019】図3および図4はこの発明によるダンプト
ラック用荷台の床組みのさらに他の実施例を示す。
3 and 4 show another embodiment of the floor assembly of the dump truck bed according to the present invention.

【0020】図3および図4において、横断面U字状ア
ルミニウム押出形材製縦根太(1) の両垂直壁(2) 間に、
両垂直壁(2) を連結する複数、たとえば2つの補強壁(2
6)(27)が上下に間隔をおいて両垂直壁(2) と一体に形成
されている。各補強壁(26)(27)は、水平部(26a)(27a)
と、その両側縁部の斜め下方に傾斜した傾斜部(26b)(27
b)とよりなる。縦根太(1) の両垂直壁(2) における上側
の補強壁(26)の水平部(26a) よりも上方の部分の高さ
は、高さの低い第1の横根太(4) の高さと等しくされて
いる。縦根太(1) の両垂直壁(2) における下側の補強壁
(27)の水平部(27a)よりも上方の部分の高さは、高さの
高い第2の横根太(5) の高さと等しくされている。縦根
太(1) の両垂直壁(2) の相対向する部分に形成された横
根太嵌合用の第1切欠き(13)の下端は、上側補強壁(26)
の水平部(26a) 上面よりも下方でかつ傾斜部(26b) の下
端よりも上方に位置している。縦根太(1) の両垂直壁
(2) の相対向する部分に形成された横根太嵌合用の第2
切欠き(14)の下端は、下側補強壁(27)の水平部(27a) 上
面よりも下方でかつ傾斜部(27b) の下端よりも上方に位
置している。そして、第1横根太(4) が第1切欠き(13)
内に、第2横根太(5) が第2切欠き(14)内にそれぞれ嵌
め入れられて補強壁(26)(27)の水平部(26a)(27a)に支持
された状態で縦根太(1) に溶接、ろう付等によって接合
されている。
In FIG. 3 and FIG. 4, between the vertical walls (2) of the vertical joist (1) made of an aluminum extruded profile having a U-shaped cross section,
A plurality of, for example two reinforcing walls (2
6) (27) is formed integrally with both vertical walls (2) with a vertical gap. Each reinforcing wall (26) (27) is a horizontal part (26a) (27a)
And the slanted portion (26b) (27
b) consists of. The height of the upper part of the vertical wall (2) of the vertical joist (1) above the horizontal part (26a) of the upper reinforcing wall (26) is the height of the first horizontal joist (4) having a low height. Is equal to. Reinforcement wall on the lower side of both vertical walls (2) of vertical joist (1)
The height of the portion above the horizontal portion (27a) of (27) is made equal to the height of the second horizontal joist (5) having a high height. The lower end of the first notch (13) for lateral joist fitting formed at the opposite portions of both vertical walls (2) of the vertical joist (1) has an upper reinforcing wall (26).
Is located below the upper surface of the horizontal portion (26a) and above the lower end of the inclined portion (26b). Vertical joists (1) on both vertical walls
2nd for horizontal joist fitting formed on the opposite parts of (2)
The lower end of the notch (14) is located below the upper surface of the horizontal portion (27a) of the lower reinforcing wall (27) and above the lower end of the inclined portion (27b). And the first horizontal joist (4) is the first notch (13)
The second horizontal joists (5) are fitted in the second notches (14) and are supported by the horizontal portions (26a) (27a) of the reinforcing walls (26) (27). It is joined to (1) by welding, brazing, etc.

【0021】図1に示す実施例の場合には、切欠き(13)
(14)を形成するさい、切欠き(13)(14)の下端と補強壁(1
1)(12)の上面との高さ位置を合致させる作業が面倒であ
るが、図3および図4に示す実施例の場合には、切欠き
(13)(14)の下端と補強壁(26)(27)の水平部(26a)(27a)上
面との高さ位置を合致させる必要はないので、切欠き(1
3)(14)の形成作業が簡単になる。また、図1に示す実施
例の場合には、垂直壁(2) における切欠き(13)(14)の下
端を構成する面から補強壁(11)(12)にかけて亀裂が発生
するおそれがあるが、図3および図4に示す実施例の場
合には、このような心配はない。
In the case of the embodiment shown in FIG. 1, the notch (13)
When forming (14), the lower ends of the notches (13) and (14) and the reinforcing wall (1
1) The work of matching the height position with the upper surface of (12) is troublesome, but in the case of the embodiment shown in FIG. 3 and FIG.
(13) It is not necessary to match the height positions of the lower end of the (14) and the upper surfaces of the horizontal portions (26a) and (27a) of the reinforcing walls (26) and (27).
3) The work of forming (14) is simplified. Further, in the case of the embodiment shown in FIG. 1, cracks may occur from the surface forming the lower ends of the notches (13) and (14) in the vertical wall (2) to the reinforcing walls (11) and (12). However, in the case of the embodiment shown in FIGS. 3 and 4, there is no such concern.

【0022】その他の構成は図1に示す実施例と同様で
あり、同一部分および同一部材にはそれぞれ同一符号を
付して説明を省略する。
The other structure is the same as that of the embodiment shown in FIG. 1, and the same portions and the same members are designated by the same reference numerals and the description thereof will be omitted.

【0023】[0023]

【発明の効果】この発明のダンプトラック用荷台の床組
みによれば、上述のように、従来の縦根太および横根太
が鋼製のものに比べて軽量化を図れる。また、縦根太の
両垂直壁における補強壁よりも上方の部分の高さが横根
太の高さと等しくされ、縦根太の両垂直壁に、それぞれ
その上端から補強壁まで至る横根太嵌合用の切欠きが形
成され、横根太がこの切欠き内に嵌め入れられているの
で、床組みの高さが、図5に示す従来のものに比べて低
くなる。また、縦根太の両垂直壁間における水平壁より
も上方の部分に、両垂直壁を連結する水平状補強壁が両
垂直壁と一体に形成されているので、曲げに対する剛性
が向上し、しかも横根太は縦根太の補強壁によって支持
されるので、横根太に対する支持力が増大する。したが
って、床組み全体の強度が増大する。さらに、縦根太は
アルミニウム押出形材製であるから、補強壁を垂直壁お
よび水平壁と同時に成形することができる。したがっ
て、図6に示す従来の床組みに比べてその製造作業が簡
単になる。
As described above, according to the floor assembly of the dump truck bed of the present invention, the weight can be reduced as compared with the conventional vertical joists and lateral joists made of steel. In addition, the height of the upper part of the vertical joist vertical wall above the reinforcing wall is made equal to the height of the lateral joist, and the vertical joist vertical walls are fitted with lateral joist fitting cuts from their upper ends to the reinforcing wall. Since the notch is formed and the lateral joist is fitted in the notch, the height of the floor assembly becomes lower than that of the conventional one shown in FIG. In addition, since the horizontal reinforcing wall that connects the vertical walls is integrally formed with the vertical walls in the portion above the horizontal wall between the vertical walls of the vertical joist, the rigidity against bending is improved, and Since the lateral joists are supported by the reinforcing wall of the vertical joists, the supporting force for the lateral joists increases. Therefore, the strength of the entire floor assembly is increased. Further, since the vertical joists are made of aluminum extruded profile, the reinforcing wall can be formed simultaneously with the vertical wall and the horizontal wall. Therefore, the manufacturing work is simplified as compared with the conventional floor assembly shown in FIG.

【0024】縦根太および横根太が、それぞれ垂直壁と
水平壁により横断面U字状となされていると、必要な強
度および剛性を確保した上で、床組みの軽量化を図るこ
とができる。
If the vertical joist and the horizontal joist are U-shaped in cross section by the vertical wall and the horizontal wall, respectively, it is possible to reduce the weight of the floor assembly while ensuring necessary strength and rigidity.

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

【図1】この発明によるダンプトラック用荷台の床組み
の1つの実施例を示す部分斜視図である。
FIG. 1 is a partial perspective view showing an embodiment of a floor assembly of a dump truck carrier according to the present invention.

【図2】この発明によるダンプトラック用荷台の床組み
の他の実施例を示す部分斜視図である。
FIG. 2 is a partial perspective view showing another embodiment of the floor assembly of the dump truck bed according to the present invention.

【図3】この発明によるダンプトラック用荷台の床組み
のさらに他の実施例を示す部分斜視図である。
FIG. 3 is a partial perspective view showing still another embodiment of the floor assembly of the dump truck bed according to the present invention.

【図4】図3の部分拡大断面図である。FIG. 4 is a partially enlarged sectional view of FIG.

【図5】従来の床組みを備えたダンプトラック用荷台の
全体構成を示す一部切欠き斜視図である。
FIG. 5 is a partially cutaway perspective view showing an overall configuration of a conventional dump truck loading platform including a floor assembly.

【図6】他の従来のダンプトラック用荷台の床組みを示
す部分斜視図である。
FIG. 6 is a partial perspective view showing another conventional floor assembly of a dump truck bed.

【符号の説明】[Explanation of symbols]

(1) 縦根太 (2) 垂直壁 (3) 水平壁 (4) 第1横根太 (5) 第2横根太 (6) 垂直壁 (7) 垂直壁 (8) 水平壁 (9) 水平壁 (11) 補強壁 (12) 補強壁 (13) 横根太嵌合用の第1切欠き (14) 横根太嵌合用の第2切欠き (26) 補強壁 (27) 補強壁 (1) Vertical joist (2) Vertical wall (3) Horizontal wall (4) 1st horizontal joist (5) 2nd lateral joist (6) Vertical wall (7) Vertical wall (8) Horizontal wall (9) Horizontal wall ( 11) Reinforcing wall (12) Reinforcing wall (13) First notch for lateral joist fitting (14) Second notch for lateral joist fitting (26) Reinforcing wall (27) Reinforcing wall

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 相対向する1対の垂直壁および両垂直壁
と一体に形成されかつ両垂直壁の下部どうしを連結する
水平壁を有するアルミニウム押出形材製縦根太と、同じ
く相対向する1対の垂直壁および両垂直壁と一体に形成
されかつ両垂直壁の下部どうしを連結する水平壁を有す
るアルミニウム押出形材製横根太とを備えており、縦根
太の両垂直壁間における水平壁よりも上方の部分に、両
垂直壁を連結する水平状補強壁が両垂直壁と一体に形成
され、縦根太の両垂直壁における補強壁よりも上方の部
分の高さが横根太の高さと等しくされ、縦根太の両垂直
壁にそれぞれその上端から横根太嵌合用の切欠きが形成
され、横根太がこの切欠き内に嵌め入れられて補強壁に
支持された状態で縦根太に接合されているダンプトラッ
ク用荷台の床組み。
1. A vertical joist made of an aluminum extruded profile having a pair of vertical walls facing each other and a horizontal wall integrally formed with the vertical walls and connecting lower parts of the vertical walls to each other. A horizontal wall between the vertical walls of the vertical joist and a pair of vertical walls and a horizontal joist made of aluminum extruded profile having a horizontal wall integrally formed with the vertical walls and connecting the lower parts of the both vertical walls. A horizontal reinforcing wall that connects both vertical walls is formed integrally with both vertical walls in the upper part above, and the height of the part above the reinforcing wall in both vertical walls of the vertical joist is the height of the horizontal joist. Equal to each other, cutouts for horizontal joist fitting are formed on both vertical walls of the vertical joist from its upper end, and the horizontal joists are fitted into these notches and joined to the vertical joist while being supported by the reinforcing wall. The floor structure of the loading platform for the dump truck.
【請求項2】 縦根太および横根太が、それぞれ垂直壁
と水平壁により横断面U字状となされている請求項1記
載のダンプトラック用荷台の床組み。
2. The floor assembly of a dump truck bed according to claim 1, wherein the vertical joists and the horizontal joists are U-shaped in cross section by a vertical wall and a horizontal wall, respectively.
JP7052760A 1995-03-13 1995-03-13 Flooring of dump truck bed Expired - Fee Related JP3005706B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP7052760A JP3005706B2 (en) 1995-03-13 1995-03-13 Flooring of dump truck bed

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP7052760A JP3005706B2 (en) 1995-03-13 1995-03-13 Flooring of dump truck bed

Publications (2)

Publication Number Publication Date
JPH08244652A true JPH08244652A (en) 1996-09-24
JP3005706B2 JP3005706B2 (en) 2000-02-07

Family

ID=12923846

Family Applications (1)

Application Number Title Priority Date Filing Date
JP7052760A Expired - Fee Related JP3005706B2 (en) 1995-03-13 1995-03-13 Flooring of dump truck bed

Country Status (1)

Country Link
JP (1) JP3005706B2 (en)

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Publication number Priority date Publication date Assignee Title
JP2006264503A (en) * 2005-03-24 2006-10-05 Shin Meiwa Ind Co Ltd Packing case structure of freight car
JP2007145171A (en) * 2005-11-28 2007-06-14 Nissan Diesel Motor Co Ltd Dump truck
JP2012046267A (en) * 2010-08-24 2012-03-08 Fuji Heavy Ind Ltd Device mounting structure of working vehicle

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JP2006264503A (en) * 2005-03-24 2006-10-05 Shin Meiwa Ind Co Ltd Packing case structure of freight car
JP2007145171A (en) * 2005-11-28 2007-06-14 Nissan Diesel Motor Co Ltd Dump truck
JP2012046267A (en) * 2010-08-24 2012-03-08 Fuji Heavy Ind Ltd Device mounting structure of working vehicle

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