JPS5980806A - Assembling type enclosure - Google Patents
Assembling type enclosureInfo
- Publication number
- JPS5980806A JPS5980806A JP18912982A JP18912982A JPS5980806A JP S5980806 A JPS5980806 A JP S5980806A JP 18912982 A JP18912982 A JP 18912982A JP 18912982 A JP18912982 A JP 18912982A JP S5980806 A JPS5980806 A JP S5980806A
- Authority
- JP
- Japan
- Prior art keywords
- diagonal
- members
- welded
- steel pipe
- triangular
- 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
Links
Landscapes
- Bridges Or Land Bridges (AREA)
Abstract
(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.
Description
【発明の詳細な説明】
この発明は、2種類の部材からなるユニットをピン結合
することによって得る構造強度の大きい組立式架構に関
するものである。DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a prefabricated frame with high structural strength obtained by pin-coupling units made of two types of members.
従来の架構のうち比較的構造が簡単で、災害時における
橋梁の流失や破損、橋梁の架構等の場合の一時的仮橋等
に適するとされた一例として第1図に示したベーリー橋
と呼ばれる組立式橋梁Aがある。Among conventional structures, the Bailey Bridge shown in Figure 1 is an example of a bridge that has a relatively simple structure and is suitable for use as a temporary bridge in the event of a bridge being washed away or damaged in the event of a disaster. There is a prefabricated bridge A.
この組立式橋梁Aは溝形鋼製で水平の上弦材lと下弦材
2を山形鋼製の縦材3,3で結び、上弦材lと下弦材2
及び縦材3,3の各長さ方向の中心部にガゼツトプレー
ト4.4.5.5を溶着する一方、上弦材lのガゼツト
プレート4と左右の縦材3.3のガゼツトプレート5.
5とを斜材6,6の溶着によ多連結し、さらに、下弦材
2のガゼツトプレート4と前記左右の縦材3,3のガゼ
ツトプレート5,5を斜材7,7の溶着により連結した
ユニット部材8を所要数順次上弦制御と下弦材2の端部
のそれぞれのピン結合によって結構した構造である。This prefabricated bridge A is made of channel steel, and horizontal upper chord members 1 and lower chord members 2 are connected by vertical members 3, 3 made of angle steel.
and a gusset plate 4.4.5.5 is welded to the longitudinal center of each longitudinal member 3, 3, while the gusset plate 4 of the upper chord member 1 and the gusset plate of the left and right longitudinal members 3.3 are welded. 5.
5 are connected by welding the diagonal members 6, 6, and further, the gusset plate 4 of the lower chord member 2 and the gusset plates 5, 5 of the left and right longitudinal members 3, 3 are welded to the diagonal members 7, 7. This is a structure in which a required number of unit members 8 connected together are sequentially controlled on the upper chord and each end of the lower chord member 2 is connected with a pin.
しかし、上述した構造の架構には、次のような問題があ
った。However, the frame having the above-mentioned structure has the following problems.
(1) ユニット部材の重量が比較的に犬で、非常時
などに人手で運搬組立てするのが不便である。(1) The unit members are relatively heavy, making it inconvenient to transport and assemble them manually in an emergency.
(2)トラスとして設計されるが、実際には二次応力が
発生するので設計とマツチしない不都合75玉生ずる。(2) Although it is designed as a truss, secondary stress actually occurs, resulting in an inconvenient 75 bead that does not match the design.
(3)lユニットの寸法が比較的大きいので取扱いに不
便が生ずる。(3) The relatively large size of the l unit causes inconvenience in handling.
(4)上弦材、下弦材、縦材および斜材なとの構成部材
が形鋼からなるため、力学的に捩シ剛性カニ /JSさ
い。(4) Since the structural members such as the upper chord member, lower chord member, longitudinal member, and diagonal member are made of section steel, the torsion rigidity is mechanically low.
(5)表面積が大きいので、塗装等の補修費カニ嵩む。(5) Since the surface area is large, the cost of repairs such as painting increases.
この発明は、上述のような観点から、構造カニ極めて簡
単で軽量でありしかも剛性に富んでいて二次応力の発生
もなく、安全性が高く、さらに、各種仮設足場や仮設建
物の骨組にも利用可能で、経済性に優れた組立式架構を
提供するものであり、1本の細径の鋼管を長さ方向の中
央部分において所定の角度に彎曲し、V形とした斜材と
、この斜材の両端及び中央の彎曲部に、それぞれ同一面
上配置として溶着したガゼツトプレ=1・と、前記斜材
両端のガゼツトプレートに両端部をそれぞれ溶着しだ太
径の鋼管製上弦材とからなる三角部制と、前記斜材両端
のガゼツトプレートをピン結合して連結した隣在の三角
部材における斜材彎曲部のガゼツトプレートを連結自在
としたピン結合用鋼管製棒部材とを1組のユニット部材
とし、このユニット部材の所要数組を結構しである点に
特徴を有するものである。From the above-mentioned viewpoints, this invention has a structure that is extremely simple and lightweight, has high rigidity and does not generate secondary stress, and is highly safe. It provides a prefabricated frame that is available and highly economical, and consists of diagonal members made by bending a single small-diameter steel pipe at a predetermined angle in the center of its length to form a V-shape, and this Gazette plates = 1 are welded to both ends and the central curved part of the diagonal member, respectively, and arranged on the same plane, and upper chord members made of large diameter steel pipes are welded at both ends to the gusset plates at both ends of the diagonal member. and a steel pipe bar member for pin connection which can freely connect the gusset plates of the curved part of the diagonal member in the adjacent triangular member, which are connected by pin-joining the gazette plates at both ends of the diagonal member. The device is characterized in that a required number of sets of unit members can be assembled.
ついで、この発明の架構を実施例によシ図面を参照しな
がら説明する。Next, the structure of the present invention will be explained by way of embodiments with reference to the drawings.
第2図にはこの発明の架構の実施例としての仮橋Bを正
面図で示しである。図面に示したように、この実施例の
仮橋Bは三角部材9と棒部材10とからなる1組のユニ
ット部月11とし、このユニット部材11の所要数組を
ピン結合により結構した架構の一例である。FIG. 2 shows a front view of a temporary bridge B as an embodiment of the frame of the present invention. As shown in the drawings, the temporary bridge B of this embodiment has a unit part 11 made up of a triangular member 9 and a bar member 10, and a required number of sets of unit members 11 are connected by pins. This is an example.
ユニット部材を構成する三角部材っけ第3図に拡大正面
図で示すように、1本の細径の鋼管を長さ方向の中央部
分において所定の角度、例えば90°に彎曲してv形と
した斜材12と、この斜材12の両端に溶着したガゼツ
トプレート13.13と、これらガゼツトプレートとと
もに同一面上配置として斜材中央の彎曲部12Aに溶着
したガゼツトプレー)14と、前記ガゼツトプレート1
3゜13に両端部をそれぞれ溶着しだ太径の鋼管製上弦
材15とからなる。なお、彎曲部12Aは可能な限シ、
ゆるやかな彎曲とする。As shown in the enlarged front view in Figure 3, a single small diameter steel pipe is bent at a predetermined angle, for example 90°, at the center of its length to form a V-shape. the diagonal member 12, the gazette plates 13, 13 welded to both ends of the diagonal member 12, the gazette plate (14) disposed on the same plane with these gazette plates and welded to the curved portion 12A at the center of the diagonal member; Tsuto plate 1
It consists of a large-diameter steel pipe upper chord member 15 with both ends welded to the 3° 13. In addition, the curved portion 12A is made as far as possible.
Make a gentle curve.
前記三角部材9とユニット部材11を構成する棒部材l
Oは太径の針管製とし、両端部を偏平に形成し、ピン孔
16.16を穿設しである。A rod member l that constitutes the triangular member 9 and the unit member 11
O is made of a needle tube with a large diameter, both ends are formed flat, and pin holes 16 and 16 are bored.
前記ガゼツトプレート13には外端近くの所定位置にビ
ン孔17を、また、ガゼツトプレート14には彎曲部1
2Aの両外側に臨む所定位置にそれぞれビン孔18を穿
設しである。The gusset plate 13 has a bottle hole 17 at a predetermined position near the outer end, and the gusset plate 14 has a curved portion 1.
Bottle holes 18 are bored at predetermined positions facing both outsides of 2A.
前記三角部材9と棒材10を使用した仮橋Bは、所要数
組のユニット部材11に必要に応じ棒材10を付加する
などして組立てる。Temporary bridge B using the triangular members 9 and bars 10 is assembled by adding bars 10 to a required number of unit members 11 as needed.
第2図に示した仮橋Bの場合は、4組のユニット部材1
1と1本の棒材10を使用し、さらに両端において各1
本の斜材19,19を付加しであるが、これら付加部材
はいずれも架構の形状により、端末部を形成するための
付加利に過ぎない。In the case of temporary bridge B shown in Fig. 2, four sets of unit members 1
1 and 1 bar 10, and furthermore, 1 bar each at both ends.
Although the book diagonals 19, 19 are added, these additional members are merely an additional benefit for forming the end portion due to the shape of the frame.
この発明の架構の一例である仮橋Bの結構は、三角部材
9を、上弦材15が直列配置となる向きにしてならべ、
ガゼツトプレー)13を重ね合わせ、重なったビン孔1
7にボルトを挿通し、ナツトを締付けて一体とするが、
リベットによる結合であってもよい。The structure of the temporary bridge B, which is an example of the structure of the present invention, is such that the triangular members 9 are arranged in a direction in which the upper chord members 15 are arranged in series.
Gazette play) 13 and overlapped bottle hole 1
Insert the bolt into 7 and tighten the nut to make it one piece.
Connection by rivets may also be used.
つぎに隣在の三角部材9,9におけるガゼツトプレート
14.14のビン孔18.18に棒材10のビン孔16
をそれぞれ重ね合わせ、ボルト、ナツト、あるいはリベ
ットにより棒材lOをピン結合する。Next, insert the via hole 16 of the bar 10 into the via hole 18.18 of the gazette plate 14.14 in the adjacent triangular members 9,9.
are stacked on top of each other, and the rods 10 are pin-coupled with bolts, nuts, or rivets.
上述したように、この発明の架構は、構造が極めて簡単
であるからユニット部材の工場製作が容易であシ、シか
も軽量なため運搬、組立、解体等の際に取扱いやすい。As described above, the frame of the present invention has an extremely simple structure, so the unit members can be easily manufactured in a factory, and the frame is lightweight, making it easy to handle during transportation, assembly, and disassembly.
またパイプ構造のだめ剛性に富み、突出部がないがら曲
部的損傷が少なく、更に力学的に安定した三角部材と棒
材からなるユニット部祠をビン結合して得るので、二次
応力の発生がなく、長いスパンの仮橋を組立てることが
でき、塗装面積が少ないから経済的であって、仮設足場
、仮設建物の骨組等に広く応用できる等、工業上多くの
優れた効果がもたらされる。In addition, the pipe structure has high rigidity, and although there are no protruding parts, there is little damage at bent parts.Furthermore, the mechanically stable unit structure, which is made of triangular members and rods, is combined with a bottle, so secondary stress is not generated. It has many excellent industrial effects, such as being able to assemble long-span temporary bridges, requiring less painting area, being economical, and being widely applicable to temporary scaffolding, frames of temporary buildings, etc.
第1図は従来の架構としてのベーリー橋の正面図、第2
図はこの発明の架構の一例としての仮橋の正面図、第3
図は三角部材の拡大正面図、第4図は棒材の正面図であ
る。図面において、B・・・この発明の架構の一例とし
ての仮橋9・・・三角部材 10・・・棒材11・
・ユニット部材 12・・・斜材12A・・・彎曲部
13、14・・・ガゼツトプレートFigure 1 is a front view of the Bailey Bridge as a conventional structure, Figure 2
The figure is a front view of a temporary bridge as an example of the frame of this invention.
The figure is an enlarged front view of the triangular member, and FIG. 4 is a front view of the bar. In the drawings, B... Temporary bridge 9 as an example of the frame of the present invention... Triangular member 10... Bar material 11.
・Unit member 12... Diagonal member 12A... Curved portions 13, 14... Gazette plate
Claims (1)
角度に彎曲し、■形とした斜材と、この斜材の両端及び
中央の彎曲部に、それぞれ同一面上配置として溶着した
ガゼツトプレートと、前記斜材両端のガゼツトプレート
に両端部をそれぞれ溶着した太径の鋼管製上弦材とから
なる三角部材と、前記斜材両端のガゼツトプレートをピ
ン結合して連結した隣在の三角部材における斜材彎曲部
のガゼツトプレートを連結自在としたビン結合用鋼管製
棒部材とを1mのユニット部材とし、このユニット部材
の所要数組を結構したことを特徴とする組立式架構。A single narrow diameter steel pipe is bent at a predetermined angle at the center of its length to form a diagonal member, and welded to both ends and the curved part in the center of this diagonal member, arranged on the same plane. A triangular member consisting of a large-diameter steel pipe upper chord whose both ends are welded to the gusset plates at both ends of the diagonal member, and the gusset plates at both ends of the diagonal member are connected by pins. An assembly characterized in that a 1 m long unit member is made of a steel pipe bar member for connecting the bins and the gazette plate of the diagonal curved portion of the adjacent triangular member is assembled, and a required number of sets of this unit member are assembled. Type frame.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP18912982A JPS5980806A (en) | 1982-10-29 | 1982-10-29 | Assembling type enclosure |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP18912982A JPS5980806A (en) | 1982-10-29 | 1982-10-29 | Assembling type enclosure |
Publications (1)
Publication Number | Publication Date |
---|---|
JPS5980806A true JPS5980806A (en) | 1984-05-10 |
Family
ID=16235880
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP18912982A Pending JPS5980806A (en) | 1982-10-29 | 1982-10-29 | Assembling type enclosure |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS5980806A (en) |
Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS5524320B2 (en) * | 1972-05-24 | 1980-06-27 |
-
1982
- 1982-10-29 JP JP18912982A patent/JPS5980806A/en active Pending
Patent Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS5524320B2 (en) * | 1972-05-24 | 1980-06-27 |
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