JP2002347829A - Loading base - Google Patents

Loading base

Info

Publication number
JP2002347829A
JP2002347829A JP2001153310A JP2001153310A JP2002347829A JP 2002347829 A JP2002347829 A JP 2002347829A JP 2001153310 A JP2001153310 A JP 2001153310A JP 2001153310 A JP2001153310 A JP 2001153310A JP 2002347829 A JP2002347829 A JP 2002347829A
Authority
JP
Japan
Prior art keywords
members
loading
base
truck
support member
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.)
Pending
Application number
JP2001153310A
Other languages
Japanese (ja)
Inventor
Masuyoshi Masuda
益良 増田
Ko Hirao
香 平尾
Tadashi Fukunaga
正 福永
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.)
Sekisui House Ltd
Original Assignee
Sekisui House 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 Sekisui House Ltd filed Critical Sekisui House Ltd
Priority to JP2001153310A priority Critical patent/JP2002347829A/en
Publication of JP2002347829A publication Critical patent/JP2002347829A/en
Pending legal-status Critical Current

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Landscapes

  • Pallets (AREA)
  • Buffer Packaging (AREA)
  • Packages (AREA)
  • Packaging Frangible Articles (AREA)
  • Conveying And Assembling Of Building Elements In Situ (AREA)

Abstract

PROBLEM TO BE SOLVED: To provide a loading base to be mounted on a platform of a truck to carry construction members or the like, which not only facilitates loading and unloading of the members but also prevents the members from shifting during the carrying and getting damaged or the like due to friction between the members. SOLUTION: The loading base comprises a foundation 20 to be mounted on the platform C of the truck, an approximately triangular support frame 30 standing at the longitudinal center of the foundation 20 over a full widthwise length, and floor plates 40 mounted on the foundation 20 on both sides of the frame 30.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】本発明は、トラックによる部
材の運搬の際に、積載された部材の荷崩れや損傷を防ぐ
ためにトラックの荷台上に載置される積載架台に関する
ものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a loading platform mounted on a truck bed for preventing the loaded members from collapsing or being damaged when the truck transports the members.

【0002】[0002]

【従来の技術】従来は、建築用の部材等を工場から建築
現場へ運搬する際には、トラックの荷台上に、同種の部
材ごとに重ねて平積みにして運搬していた。
2. Description of the Related Art Conventionally, when transporting architectural members from a factory to a construction site, the same type of members are stacked and transported on a truck bed.

【0003】[0003]

【発明が解決しようとする課題】しかしながら、建築用
の部材のうち、サッシ枠等の枠体の部材を運搬する場合
には、運搬中に荷崩れが生じないように、部材の積込み
や積出しをおこなわなければならないという問題点があ
った。また、荷崩れが生じないように部材の積込みをお
こなったとしても、運搬中のトラックの揺れ等により荷
崩れが生じる場合があるという問題点があった。
However, when a frame member such as a sash frame is transported among architectural members, loading and unloading of the member must be performed so that the load does not collapse during transportation. There was a problem that it had to be performed. Further, even if the members are loaded so as not to cause the collapse of the load, there is a problem that the collapse of the load may occur due to the swing of the truck during transportation.

【0004】更に、部材を重ねて平積みにすることによ
り、運搬中のトラックの揺れ、部材の積込みや積出し作
業等によって部材どうしに摩擦が生じて部材が傷ついた
り、またトラックの荷台のあおり高さより高く積込むこ
とができないので、部材の厚さが厚い場合には、積載性
に欠けたりするという問題点があった。
[0004] Further, by stacking the members in a flat stack, the trucks shake during transportation, friction occurs between the members due to loading and unloading operations of the members, and the members are damaged, and the height of the truck carrier is raised. However, when the thickness of the member is large, there is a problem that the loadability is lacking.

【0005】本発明は、上記課題に鑑みてなされたもの
であり、部材の積込みや積出しを容易にするだけでな
く、運搬中の部材の荷崩れ、部材どうしの摩擦による損
傷等を防止する積載架台を提供することを目的とする。
SUMMARY OF THE INVENTION The present invention has been made in view of the above problems, and not only facilitates loading and unloading of members, but also prevents loading of members during transportation, and prevents damage due to friction between members. The purpose is to provide a gantry.

【0006】[0006]

【課題を解決するための手段】前記目的を達成するため
になされた本発明の請求項1に記載の積載架台は、建築
部材等を運搬するためにトラックの荷台の上に載置され
る積載架台であって、トラックの荷台の上に載置される
土台と、該土台の長さ方向中央部分に幅方向全長にわた
って立設された略三角柱形の支持部材と、該支持部材の
両脇の前記土台上に載置された敷板とからなることを特
徴とするものである。
According to a first aspect of the present invention, there is provided a loading platform mounted on a truck bed for transporting building members and the like. A base, a base placed on a truck bed, a substantially triangular prism-shaped support member erected at the center in the length direction of the base over the entire length in the width direction, and both sides of the support member. And a sole plate mounted on the base.

【0007】請求項2に記載の積載架台は、請求項1に
記載の積載架台において、前記支持部材両端の所定の高
さ位置に、フックが設けられたことを特徴とするもので
ある。
According to a second aspect of the present invention, in the loading platform of the first aspect, hooks are provided at predetermined height positions at both ends of the support member.

【0008】[0008]

【発明の実施の形態】以下、本発明の実施の形態につい
て図面に基づいて説明する。本実施の形態に係る積載架
台10は、建築部材の中でサッシ枠等の枠体を運搬する
ためにトラックの荷台上に載置される積載架台であっ
て、図1に示すように、トラックの荷台Cの上に載置さ
れる土台20と、該土台20の長さ方向中央部分に幅方
向全長にわたって立設された支持部材30と、該支持部
材30の両脇の前記土台20上に載置された敷板40
と、前記支持部材30両端の所定の高さ位置に設けられ
たフック50とからなるものである。前記土台20、前
記支持部材30の各構成部材の素材はステンレス鋼以外
の鋼材を用いてもよいが、耐候性、防錆性に優れるステ
ンレス鋼が好適であり、また各構成部材の接合は溶接接
合としているが、ボルト・ナットでもよく、特に限定さ
れない。以下、更に詳細に説明する。
Embodiments of the present invention will be described below with reference to the drawings. The loading gantry 10 according to the present embodiment is a loading gantry mounted on a truck bed for transporting a frame such as a sash frame in a building member. As shown in FIG. And a support member 30 erected over the entire length in the widthwise central portion of the base 20, and on the base 20 on both sides of the support member 30. Placed floor plate 40
And hooks 50 provided at predetermined height positions at both ends of the support member 30. The material of each component of the base 20 and the support member 30 may be a steel material other than stainless steel, but stainless steel excellent in weather resistance and rust prevention is preferable, and the joining of each component is welding. Although joining is used, bolts and nuts may be used, and there is no particular limitation. Hereinafter, this will be described in more detail.

【0009】前記土台20は、図2に示すように、所定
の間隔をおいて複数本設けられた断面略正方形の角型鋼
管である縦桟21と、該各縦桟21を連結する1本の横
桟22とで構成されている。
As shown in FIG. 2, the base 20 includes a plurality of vertical rails 21 each of which is a rectangular steel pipe having a substantially square cross section and is provided at a predetermined interval. And the horizontal rail 22.

【0010】前記土台20の幅W1、すなわち前記縦桟
21の長さは、前記積載架台10を積載するトラックの
荷台幅に応じて設定され、また前記土台20の長さL
は、前記縦桟21の設置本数及び設置間隔により設定さ
れるが、載置する部材の長さ、前記積載架台10の運搬
性、トラックへの積載性等を考慮して設定されて、特に
限定されない。
The width W1 of the base 20, that is, the length of the vertical bar 21 is set according to the width of the truck on which the loading platform 10 is loaded.
Is set according to the number of the vertical rails 21 to be installed and the installation interval, and is set in consideration of the length of the member to be mounted, the transportability of the loading pedestal 10, the loading ability on a truck, and the like, and is particularly limited. Not done.

【0011】前記横桟22は、前記縦桟21と同様の角
型鋼管であり、本実施の形態では、前記縦桟21の長さ
方向中央部分に設けられて、前記各縦桟21を連結して
いる。しかしながら、前記土台20の幅Wが広いとき、
すなわち前記縦桟21の長さが長いときには、図3に示
すように、前記各縦桟21の両端等にも前記横桟22を
設けて、前記土台20の補強を図ってもよく、前記縦桟
21の本数と同様に特に限定されない。
The horizontal rail 22 is a square steel pipe similar to the vertical rail 21. In the present embodiment, the horizontal rail 22 is provided at the center in the longitudinal direction of the vertical rail 21 and connects the vertical rails 21 to each other. are doing. However, when the width W of the base 20 is large,
That is, when the length of the vertical rails 21 is long, as shown in FIG. 3, the horizontal rails 22 may be provided at both ends of each of the vertical rails 21 to reinforce the base 20. There is no particular limitation as with the number of bars 21.

【0012】なお、前記土台20は、1枚の鋼板として
もよいが、本実施の形態のように前記縦桟21と前記横
桟22とで構成させることにより、前記積載架台10全
体の軽量化を図ることによって、前記積載架台10の運
搬性、トラックへの積載性を向上させることができる。
The base 20 may be made of a single steel plate. However, as shown in the present embodiment, the base 20 is composed of the vertical rails 21 and the horizontal rails 22 to reduce the weight of the entire loading stand 10. By doing so, it is possible to improve the transportability of the loading gantry 10 and the loading ability on a truck.

【0013】前記支持部材30は、図2に示すように、
断面略長方形の2本の角型鋼管31aを、所定の間隔を
おいて前記縦桟21に対して、その上端が閉じるように
斜設させて外形略三角形とし、前記土台20の中央及び
両端に位置する前記縦桟21上にそれぞれ立設させた立
設部31と、該各立設部31を連結させる前記角型鋼管
31aと同様の角型鋼管である連結具32とで構成され
ている。
The support member 30 is, as shown in FIG.
Two rectangular steel pipes 31a having a substantially rectangular cross section are obliquely arranged at predetermined intervals with respect to the vertical bar 21 so that the upper ends thereof are closed to form a substantially triangular outer shape. It is composed of standing portions 31 erected on the vertical rails 21 located thereon, respectively, and a connecting tool 32 which is a square steel tube similar to the square steel tube 31a connecting the standing portions 31 to each other. .

【0014】前記立設部31の設置間隔W2及びその高
さHは、図2に示すように、載置される部材の上端が、
前記立設部31の上端から突出することなく、且つ前記
角型鋼管31aの前記縦桟21に対する傾斜角度θが、
部材の積込み、積出し時に、前記立設部31に凭せ掛け
た部材が転倒あるいは荷崩れをおこさない角度、具体的
には80度程度となるように設定する。
As shown in FIG. 2, the installation interval W2 of the standing portion 31 and the height H thereof are such that the upper end of the member to be placed is
Without protruding from the upper end of the upright portion 31, and the inclination angle θ of the square steel pipe 31a with respect to the vertical bar 21,
At the time of loading and unloading the members, the angle is set so that the member leaned on the upright portion 31 does not fall down or collapse, specifically, about 80 degrees.

【0015】なお、本実施の形態では、前記立設部31
を、前記土台20の中央及び両端に位置する前記縦桟2
1上に設けているが、前記土台20の両端の縦桟21に
のみ設けてもよく、また全ての縦桟21上に設けてもよ
く、前記積載架台10の大きさに応じて任意に設定され
る。
In this embodiment, the standing portion 31
The vertical bar 2 located at the center and both ends of the base 20
1, but may be provided only on the vertical rails 21 at both ends of the base 20, or may be provided on all the vertical rails 21, and may be arbitrarily set according to the size of the loading frame 10. Is done.

【0016】前記敷板40は、図1に示すように、前記
土台20を覆うように前記立設部31両側にそれぞれ設
置されるものであって、その長さは、前記立設部31の
下端から前記土台20の側端までの長さとし、その幅
は、前記土台20の幅と略等しい幅とする。
As shown in FIG. 1, the floor plate 40 is installed on both sides of the upright portion 31 so as to cover the base 20, and the length thereof is set at the lower end of the upright portion 31. To the side end of the base 20, and the width thereof is substantially equal to the width of the base 20.

【0017】また、前記敷板40の材質は、部材の積込
み、積出し時に、前記立設部31に凭せ掛けた部材が転
倒あるいは荷崩れをおこさない程度に部材との間に摩擦
を生じさせ、且つ部材の積込み、積出しの作業、運搬中
のトラックの揺れ等によって生じる部材と前記敷板との
摩擦によって、部材が損傷することがない材質であれば
よく、本実施の形態では、木材としている。
The material of the floor plate 40 causes friction between the member and the member when loading and unloading the member to such an extent that the member leaning on the standing portion 31 does not fall or collapse. In addition, the material may be any material that does not damage the member due to friction between the member and the floor plate caused by the loading and unloading work of the member, the swing of the truck during transportation, and the like. In the present embodiment, the material is wood.

【0018】そして、前記支持部材30両端の立設部3
1の各角型鋼管31aには、図2に示すように、その中
央部分にU字形のフック50が設けられている。前記敷
板40に載置した部材に巻付けたロープを、その巻付け
途中もしくは巻付け後に前記フック50に巻付けること
により、運搬中のトラックの揺れ等により、部材を緊締
したロープが上方に移動して、ロープの緊締が緩んで部
材が荷崩れすることを防いでいる。なお、本実施の形態
では、前記フック50として、U字形のフックを使用し
ているが、運搬中にロープの緊締が緩まないようにでき
るものであればよくい、特に限定されない。
The upright portions 3 at both ends of the support member 30
As shown in FIG. 2, each square steel pipe 31a is provided with a U-shaped hook 50 at a central portion thereof. The rope wrapped around the member placed on the floor plate 40 is wound around the hook 50 during or after the winding, so that the rope tightening the member moves upward due to the swing of the truck during transportation or the like. This prevents the rope from being loosened and the members from collapsing. In the present embodiment, a U-shaped hook is used as the hook 50. However, the hook 50 is not particularly limited as long as it can prevent the rope from being loosened during transportation.

【0019】次に、本実施の形態に係る積載架台10の
使用について説明する。まず、トラックのあおりGを閉
じた状態に締付けておくためのあおり掛金ハンドル(図
示せず)を回転して、図1に示すように、あおりGを開
いた状態にして、前記積載架台10をトラックの荷台C
に載置する。
Next, the use of the loading gantry 10 according to the present embodiment will be described. First, by rotating a swing latch handle (not shown) for keeping the swing G of the truck closed, the swing gantry 10 is opened as shown in FIG. Truck bed C
Place on.

【0020】そして、図4に示すように、サッシ枠等の
枠体に部材Eを、前記支持部材30に凭せ掛けるように
して、前記敷板40上に順に載置してゆく。このとき、
前述のように、前記支持部材30の立設部31は前記土
台20に対して傾斜しており、また前記敷板40を木材
として前記部材Eと前記敷板40との間に適当な摩擦を
生じるようにしているので、前記部材Eを損傷させるこ
となく容易に前記敷板40上に載置させることができ
る。
Then, as shown in FIG. 4, the member E is placed on the frame 40 such as a sash frame in such a manner that the member E rests on the support member 30. At this time,
As described above, the upright portion 31 of the support member 30 is inclined with respect to the base 20, and the floor plate 40 is made of wood so that appropriate friction is generated between the member E and the floor plate 40. Therefore, the member E can be easily placed on the floor plate 40 without damaging the member E.

【0021】前記部材Eを前記積載架台10に載置し終
えたら、図5に示すように、前記部材Eにロープを巻付
けると共に、巻付け途中もしくは巻付け最後に前記フッ
ク50にロープを巻付けてからロープを締付けて前記部
材Eをロープで緊締して前記積載架台10に前記部材E
を固定する。
After the member E has been placed on the loading stand 10, a rope is wound around the member E, and a rope is wound around the hook 50 during the winding or at the end of the winding as shown in FIG. After attaching, the member E is tightened with a rope, and the member E is attached to the loading stand 10.
Is fixed.

【0022】前記部材Eを前記積載架台10に固定後、
前記あおりGを閉じて図外のあおり掛金ハンドルを回転
し、前記あおりGを閉じた状態に締付ける。最後に、図
6に示すように、前記支持部材30の連結具32を押え
るようにして、トラックの荷台Cの両側に設けられてい
るロープフックFにロープを掛け渡して緊締することに
より、前記積載架台10をトラックの荷台Cに固定す
る。
After fixing the member E to the loading stand 10,
The tilt G is closed, and a tilt latch handle (not shown) is rotated to tighten the tilt G in a closed state. Finally, as shown in FIG. 6, the rope is wrapped around rope hooks F provided on both sides of the truck bed C so as to press the connecting member 32 of the support member 30 and tightened. The loading platform 10 is fixed to the truck bed C.

【0023】[0023]

【発明の効果】以上説明したように、本発明の請求項1
に記載の積載架台は、トラックの荷台の上に載置される
土台と、該土台の長さ方向中央部分に幅方向全長にわた
って立設された略三角柱形の支持部材と、該支持部材の
両脇の前記土台上に載置された敷板とからなり、支持部
材に部材を凭せ掛けてゆくだけよいので、部材の積込
み、積出しに手間がかからないという利点がある。ま
た、部材を敷板に載置した後、ロープで緊締するので、
荷崩れすることがないという利点がある。更に運搬中の
トラックの揺れや部材が傷つくことがないという利点が
ある。
As described above, according to the first aspect of the present invention,
The loading platform described in the above, a base mounted on the truck bed, a substantially triangular prism-shaped support member erected at the center in the length direction of the base over the entire length in the width direction, both of the support member It is composed of a floor plate placed on the base on the side, and it is only necessary to lean the member on the support member. Therefore, there is an advantage that loading and unloading of the member is not troublesome. Also, after placing the member on the floor plate, tighten it with a rope,
There is an advantage that the cargo does not collapse. Further, there is an advantage that the truck does not sway or the members are not damaged during transportation.

【0024】請求項2に記載の積載架台は、前記支持部
材両端の所定の高さ位置に、フックが設けられているの
で、部材を巻付けたロープを、フックに巻き付けること
により、運搬中のトラックの振動等により、ロープに緊
締が緩んで、部材が荷崩れすることを防ぐことができる
という利点がある。
In the loading platform according to the second aspect, hooks are provided at predetermined height positions on both ends of the support member. There is an advantage that it is possible to prevent the rope from being loosened due to the vibration of the truck or the like and the members from collapsing.

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

【図1】本発明の積載架台を示す斜視図である。FIG. 1 is a perspective view showing a loading platform of the present invention.

【図2】敷板を除いた状態を示す斜視図である。FIG. 2 is a perspective view showing a state in which a sole plate is removed.

【図3】本発明の他の実施の形態を示す斜視図である。FIG. 3 is a perspective view showing another embodiment of the present invention.

【図4】本発明の実施の一形態を示す斜視図である。FIG. 4 is a perspective view showing one embodiment of the present invention.

【図5】本発明の実施の一形態を示す斜視図である。FIG. 5 is a perspective view showing one embodiment of the present invention.

【図6】本発明の実施の一形態を示す斜視図である。FIG. 6 is a perspective view showing one embodiment of the present invention.

【符号の説明】[Explanation of symbols]

10 積載架台 20 土台 30 支持部材 40 敷板 50 フック C 荷台 E 部材 DESCRIPTION OF SYMBOLS 10 Loading stand 20 Base 30 Supporting member 40 Base plate 50 Hook C Carrier E Member

───────────────────────────────────────────────────── フロントページの続き (51)Int.Cl.7 識別記号 FI テーマコート゛(参考) E04G 21/14 E04G 21/14 (72)発明者 福永 正 大阪市北区大淀中1丁目1番88号 積水ハ ウス株式会社内 Fターム(参考) 2E174 EA02 3E063 AA25 BA01 CA04 CA05 CA09 CA11 EE01 3E066 AA71 GA20 NA29 3E067 AA12 AB64 DA03 EC29 FC05 3E096 AA04 BA24 BB05 CA21 DA03 EA06 FA09 FA10 FA26 FA27 GA01 ──────────────────────────────────────────────────続 き Continued on the front page (51) Int.Cl. 7 Identification symbol FI Theme coat ゛ (Reference) E04G 21/14 E04G 21/14 (72) Inventor Tadashi Fukunaga 1-1-88 Oyodonaka, Kita-ku, Osaka-shi Sekisui House Co., Ltd. F term (reference) 2E174 EA02 3E063 AA25 BA01 CA04 CA05 CA09 CA11 EE01 3E066 AA71 GA20 NA29 3E067 AA12 AB64 DA03 EC29 FC05 3E096 AA04 BA24 BB05 CA21 DA03 EA06 FA09 FA10 FA26 FA27 GA01

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 建築部材等を運搬するためにトラックの
荷台の上に載置される積載架台であって、 トラックの荷台の上に載置される土台と、該土台の長さ
方向中央部分に幅方向全長にわたって立設された略三角
柱形の支持部材と、該支持部材の両脇の前記土台上に載
置された敷板とからなることを特徴とする積載架台。
1. A loading platform mounted on a truck bed for transporting building members and the like, the platform being placed on the truck bed, and a central portion in the longitudinal direction of the platform. And a support member having a substantially triangular prism shape and erected over the entire length in the width direction, and a floor plate placed on the base on both sides of the support member.
【請求項2】 前記支持部材両端の所定の高さ位置に、
フックが設けられたことを特徴とする請求項1に記載の
積載架台。
2. At both ends of the support member at predetermined height positions,
The loading platform according to claim 1, wherein a hook is provided.
JP2001153310A 2001-05-23 2001-05-23 Loading base Pending JP2002347829A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2001153310A JP2002347829A (en) 2001-05-23 2001-05-23 Loading base

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2001153310A JP2002347829A (en) 2001-05-23 2001-05-23 Loading base

Publications (1)

Publication Number Publication Date
JP2002347829A true JP2002347829A (en) 2002-12-04

Family

ID=18997845

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2001153310A Pending JP2002347829A (en) 2001-05-23 2001-05-23 Loading base

Country Status (1)

Country Link
JP (1) JP2002347829A (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2444489A (en) * 2006-12-08 2008-06-11 Henley Consultants Ltd Materials Handling System
JP2013023334A (en) * 2011-07-21 2013-02-04 Sankyu Inc Plate glass loading method and loading apparatus
WO2018230823A1 (en) * 2017-06-12 2018-12-20 대한네트웍스 주식회사 Rebar packaging method and rebar packaging rectangular tray
AU2015215828B2 (en) * 2014-08-18 2019-09-19 Csr Building Products Limited Transporting of structural elements

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2444489A (en) * 2006-12-08 2008-06-11 Henley Consultants Ltd Materials Handling System
JP2013023334A (en) * 2011-07-21 2013-02-04 Sankyu Inc Plate glass loading method and loading apparatus
AU2015215828B2 (en) * 2014-08-18 2019-09-19 Csr Building Products Limited Transporting of structural elements
WO2018230823A1 (en) * 2017-06-12 2018-12-20 대한네트웍스 주식회사 Rebar packaging method and rebar packaging rectangular tray

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