JPS5931845Y2 - pipe column - Google Patents

pipe column

Info

Publication number
JPS5931845Y2
JPS5931845Y2 JP918279U JP918279U JPS5931845Y2 JP S5931845 Y2 JPS5931845 Y2 JP S5931845Y2 JP 918279 U JP918279 U JP 918279U JP 918279 U JP918279 U JP 918279U JP S5931845 Y2 JPS5931845 Y2 JP S5931845Y2
Authority
JP
Japan
Prior art keywords
pipe
column
view
tube
arcuate
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
JP918279U
Other languages
Japanese (ja)
Other versions
JPS55109721U (en
Inventor
孝彦 脇田
Original Assignee
株式会社クボタ
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 株式会社クボタ filed Critical 株式会社クボタ
Priority to JP918279U priority Critical patent/JPS5931845Y2/en
Publication of JPS55109721U publication Critical patent/JPS55109721U/ja
Application granted granted Critical
Publication of JPS5931845Y2 publication Critical patent/JPS5931845Y2/en
Expired legal-status Critical Current

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  • Piles And Underground Anchors (AREA)
  • Rod-Shaped Construction Members (AREA)

Description

【考案の詳細な説明】 本考案は橋脚、土留の杭、鋼管トラス等に用いられる管
柱に関する。
[Detailed Description of the Invention] The present invention relates to a pipe column used for bridge piers, earth retaining piles, steel pipe trusses, etc.

従来、一定の方向に大きな曲げ耐力を有する柱として、
第1図のように2本の鋼管1,1を多数の鋼管2で接続
した組立柱、あるいは第2図のように2本の鋼管3,3
を1枚の鋼板4で接続した組立柱などがあるカを組立加
工が非常に面倒であった。
Conventionally, as a column with a large bending strength in a certain direction,
An assembled column in which two steel pipes 1, 1 are connected by many steel pipes 2 as shown in Fig. 1, or two steel pipes 3, 3 as shown in Fig. 2.
It was very troublesome to assemble the assembly column, etc., which were connected by a single steel plate 4.

また第3図のように従来の鋼管5を用いた柱では、1瀾
管5と梁6,6とを接続するために、梁6゜6の端部を
円弧面に加工しなければならず、この加工がたいへん面
倒であり、また鋼管5と梁6゜6との溶接が容易に行な
えなかった。
Furthermore, in the case of a column using conventional steel pipes 5 as shown in Fig. 3, in order to connect the first pipe 5 and the beams 6, 6, the ends of the beams 6°6 must be processed into arcuate surfaces. However, this processing was very troublesome, and it was not easy to weld the steel pipe 5 and the beam 6.6.

さらにその人馬部変形による耐力低下を防止するために
鋼管5と梁6,6との接合部に補強板7を設ける必要が
あった。
Furthermore, it was necessary to provide a reinforcing plate 7 at the joint between the steel pipe 5 and the beams 6, 6 in order to prevent a decrease in strength due to the deformation of the man-horse portion.

また第4図のように従来の鋼管8を主管として用いた鋼
管トラスでは、鋼管8と枝管9 、9 、9゜9とを接
続するために、枝管9,9,9,9の端部を円弧状に加
工しなければならず、この加工がたいへん面倒であり、
また鋼管8と枝管9,9゜9.9との溶接が容易に行な
えなかった。
In addition, in the steel pipe truss using the conventional steel pipe 8 as the main pipe as shown in Fig. 4, in order to connect the steel pipe 8 and the branch pipes 9, 9, 9, 9, The part must be machined into an arc shape, and this process is very troublesome.
Further, welding between the steel pipe 8 and the branch pipes 9, 9°9.9 could not be easily performed.

本考案は上記の点に鑑み、一定の方向に大きな曲げ耐力
を有し、かつ外面に梁等の他の部材を容易に接続し得、
したがって多目的に効果的に使用することのできる管柱
の提供を目的とするものであり、以下その一実施例を図
面に基づいて説明する。
In view of the above points, the present invention has a large bending strength in a certain direction, and can easily connect other members such as beams to the outer surface.
Therefore, it is an object of the present invention to provide a tube column that can be effectively used for multiple purposes, and one embodiment thereof will be described below with reference to the drawings.

第5図において、10は管体であり、該管体10の内面
は円弧面11に形成されており、またその外面は、直径
方向2箇所に形成された前記内面と同心状の円弧面12
.13と、前記直径方向と直交する直径方向2箇所に形
成された平面14゜15と、該平面14.15の両端か
らそれぞれ延びて前記円弧面12.13に接続し該円弧
面12゜13に近づくに従がって互いに漸次拡がるよう
に形成された2対の平面16a、16bおよび17a。
In FIG. 5, reference numeral 10 denotes a tube, and the inner surface of the tube 10 is formed into a circular arc surface 11, and the outer surface has circular arc surfaces 12 concentric with the inner surface formed at two locations in the diametrical direction.
.. 13, flat surfaces 14.15 formed at two locations in the diametrical direction orthogonal to the diametrical direction; Two pairs of planes 16a, 16b and 17a are formed so as to gradually widen as they approach each other.

17bとからなっている。17b.

またこの管体10は、前記内面の直径をd、前記周円弧
面12,13の頂部間の距離をDx、前記周平面14.
15間の距離をDy、前記平面14.15の幅をt、前
記円弧面12.13部分の内厚をtx、#記平面14.
15部分の最小肉厚をtyとすると、t=0.5D x
〜0.8D x Dy=Dx〜1.3Dx tX〈ty なる関係が成立するように遠心鋳造による形成されてい
る。
Further, this tubular body 10 has a diameter of the inner surface d, a distance between the tops of the circumferential arc surfaces 12 and 13 Dx, and a circumferential plane 14.
The distance between the planes 14.15 and 15 is Dy, the width of the plane 14.15 is t, the inner thickness of the arcuate surface 12.13 is tx, and the #-marked plane 14.
If the minimum thickness of the 15th part is ty, then t=0.5D x
It is formed by centrifugal casting so that the following relationship holds: ~0.8D x Dy=Dx ~1.3Dx tX<ty.

このように平面14.15部分の肉厚が厚いので、この
平面14,15と直交する方向に大きな曲げ耐力を有し
ており、したがって組立柱の代わりにこの管体10を用
いることができる。
Since the wall thickness of the planes 14 and 15 is thick as described above, it has a large bending strength in the direction orthogonal to the planes 14 and 15, and therefore, this tube body 10 can be used in place of the assembly column.

上記構成の管体10を組立柱に用いることにより、面倒
な加工組立を省略することができ、したがって製作費を
低減できる。
By using the tubular body 10 having the above configuration as an assembly column, troublesome processing and assembly can be omitted, and therefore manufacturing costs can be reduced.

第6図は前記管体10を柱として用いた例であり、平面
14.15部分に梁18.18の端部を接続するので、
梁18,18の端部は単に平面に加工すればよく、した
がって加工が極めて容易であり、しかも管体10と梁1
8.18との溶接を容易に行なうことができるので、管
体10と梁18.18との接合作業に要する時間を大幅
に短縮できる。
FIG. 6 shows an example in which the tubular body 10 is used as a pillar, and the ends of the beams 18.18 are connected to the plane 14.15, so that
The ends of the beams 18, 18 need only be processed into flat surfaces, so processing is extremely easy, and the tube body 10 and the beam 1
Since welding to the beam 18.18 can be easily performed, the time required for joining the pipe body 10 and the beam 18.18 can be significantly shortened.

また前記管体10は平面14゜15と直交する方向に大
きな曲げ耐力を有しているので従来のように補強板等を
設ける必要がなく、このことから管体10と梁18.1
8との接合作業に要する時間をさらに短縮できる。
Further, since the tube body 10 has a large bending strength in the direction perpendicular to the plane 14.degree.
The time required for the joining operation with 8 can be further shortened.

第7図は鋼管トラスの主管として前記管体10を用いた
例であり、平面14.15部分にそれぞれ枝管19,1
9および19,19の端部を接続するので、枝管19,
19,19,19の端部は単に平面状に加工すわばよく
、したがって加工が極めて容易であり、しかも管体10
と枝管19゜19.19,19との溶接を容易に行なう
ことかでさるので、管体10と枝管19,19,19゜
19との接合作業に要する時間を大幅に短縮できる。
FIG. 7 shows an example in which the pipe body 10 is used as the main pipe of a steel pipe truss.
Since the ends of 9 and 19, 19 are connected, the branch pipe 19,
The ends of the tubes 19, 19, 19 can be simply machined into flat shapes, and therefore are extremely easy to process.
Since the welding between the pipe body 10 and the branch pipes 19, 19, 19, 19 can be easily performed, the time required for joining the pipe body 10 and the branch pipes 19, 19, 19, 19 can be significantly shortened.

また管体10は平面14,15と直交する方向に大きな
曲げ耐力を有しているので、トラス全体の強度が大きく
なる。
Further, since the tube body 10 has a large bending strength in a direction perpendicular to the planes 14 and 15, the strength of the entire truss is increased.

なお上記実施例においては、管体10外面の直径方向2
箇所に平面14.15を形成した例について説明したが
、例えば直径方向1箇所から枝管が延びる鋼管トラスの
主管体24外面の直径方向1箇所に平面25を形成し、
この平面25に枝管26.26を接続するようにしても
よい。
In the above embodiment, the diameter direction 2 of the outer surface of the tube body 10 is
Although an example has been described in which the flat surface 14.15 is formed at one location in the diametrical direction, for example, the flat surface 25 is formed at one location in the diametrical direction on the outer surface of the main pipe body 24 of a steel pipe truss from which a branch pipe extends from one location in the diametrical direction.
Branch pipes 26, 26 may be connected to this plane 25.

以上説明したように、本考案にかかる管柱によれば、内
面が円筒面に形成された管体の外面が、管軸心方向全長
にわたって、内面と同心の円弧面と、該円弧面の半径と
同一またはそれ以上の距離を管軸心からあけて位置する
少なくとも1箇所の平面と、該平面の両端から延びて前
記円弧面に接続し該弧面に近づくに従がって互いに漸次
拡がる対の平面とからなるので、梁等の他の部材を容易
に接続し得るばかりでなく、少なくとも1箇所の平面部
分の肉厚(第5図のtyに相当)が、円弧面部分の肉厚
(第5図のtxに相当)以上で、かつこれら平面と円弧
面とを対の平面で接続した断面形状を有するので、前記
少なくとも1箇所の平面に梁、充填材、ラチス材等が取
付けられた状態で作用する力に対して、曲げ耐力を大幅
に増強でき、したがって強度の著しい向上を達成し得る
As explained above, according to the tube column according to the present invention, the outer surface of the tube whose inner surface is formed into a cylindrical surface has an arcuate surface concentric with the inner surface and a radius of the arcuate surface over the entire length in the tube axis direction. at least one plane located at a distance equal to or greater than the distance from the tube axis, and a pair extending from both ends of the plane and connected to the arcuate surface and gradually expanding from each other as the arcuate surface approaches the arcuate surface. Since it consists of a plane of (equivalent to tx in Fig. 5) and has a cross-sectional shape in which these planes and the circular arc surface are connected by a pair of planes, so that a beam, filler, lattice material, etc. can be attached to the plane at least in one place. The bending strength can be significantly increased against the forces acting under the condition, and therefore a significant improvement in strength can be achieved.

さらには、梁、充腹材、ラチス材等を管軸心方向いずれ
の位置にも容易に取付けることができ、組柱等として使
用する場合に組立の任意性が飛躍的に増大し、したがっ
て多目的に効果的に使用することができる。
Furthermore, beams, filling materials, lattice materials, etc. can be easily attached to any position in the axial direction of the pipe, dramatically increasing the flexibility of assembly when used as columns, etc., and thus making it versatile. can be used effectively.

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

第1図Aは従来の組立柱の一例を示す正面図、同図Bは
同横断面図、第2図Aは従来の組立柱の別の例を示す正
面図、同図Bは同横断面図、第3図Aは従来の柱と梁と
の接合部を示す正面図、同図Bは同平面図、第4図Aは
従来の鋼管トラスの主管と枝管との接合部を示す正面図
、同図Bは同縦断側面図、第5図〜第8図は本考案の実
施例を示し、第5図はその横断面図、第6図Aは本考案
にかかる管柱を柱として用いた例を示す正面図、同図B
は同平面図、第7図Aは本考案にかかる管柱を鋼管トラ
スの主管として用いた例を示す正面図、同図Bは同縦断
側面図、第8図Aは管柱の別の変形例を示す正面図、同
図Bは同縦断側面図である。 10.24・・・・・・管体、11・・・・・・円筒面
、12゜13・・・・・・円弧面、14,15,25・
・・・・・平面、16 a 、 16 b 、 17
a 、 17 b=−・−・対の平面。
Figure 1A is a front view showing an example of a conventional assembly column, Figure B is a cross-sectional view of the same, Figure 2A is a front view showing another example of a conventional assembly column, and Figure B is a cross-section of the same. Figure 3A is a front view showing the joint between a conventional column and beam, Figure B is a plan view of the same, and Figure 4A is a front view showing the joint between the main pipe and branch pipe of a conventional steel pipe truss. Figures 5 to 8 show embodiments of the present invention, Figure 5 is a cross-sectional view thereof, and Figure 6 A shows the pipe column according to the present invention as a column. Front view showing an example of use, Figure B
is a plan view of the same, FIG. 7A is a front view showing an example in which the pipe column according to the present invention is used as the main pipe of a steel pipe truss, FIG. 7B is a longitudinal side view of the same, and FIG. 8A is another modification of the pipe column. A front view showing an example, and Figure B is a longitudinal side view of the same. 10.24... Tube body, 11... Cylindrical surface, 12° 13... Arc surface, 14, 15, 25.
...plane, 16 a, 16 b, 17
a, 17 b=−・−・Pair of planes.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 内面が円筒面に形成された管体の外面が、管軸心方向全
長にわたって、内面と同心の円弧面と、該円弧面の半径
と同一またはそれ以上の距離を管軸心からあけて位置す
る少なくとも1箇所の平面と、該平面の両端から延びて
前記円弧面に接続し該円弧面に近づくに従がって互いに
漸次拡がる対の平面とからなることを特徴とする管柱。
The outer surface of the tube whose inner surface is formed into a cylindrical surface is located over the entire length in the tube axis direction from an arcuate surface concentric with the inner surface at a distance equal to or greater than the radius of the arcuate surface from the tube axis. A pipe column comprising at least one flat surface and a pair of flat surfaces that extend from both ends of the flat surface, connect to the arcuate surface, and gradually widen from each other as they approach the arcuate surface.
JP918279U 1979-01-26 1979-01-26 pipe column Expired JPS5931845Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP918279U JPS5931845Y2 (en) 1979-01-26 1979-01-26 pipe column

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP918279U JPS5931845Y2 (en) 1979-01-26 1979-01-26 pipe column

Publications (2)

Publication Number Publication Date
JPS55109721U JPS55109721U (en) 1980-08-01
JPS5931845Y2 true JPS5931845Y2 (en) 1984-09-07

Family

ID=28819479

Family Applications (1)

Application Number Title Priority Date Filing Date
JP918279U Expired JPS5931845Y2 (en) 1979-01-26 1979-01-26 pipe column

Country Status (1)

Country Link
JP (1) JPS5931845Y2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110306424A (en) * 2018-03-20 2019-10-08 比亚迪股份有限公司 It is used to support support column of track girder and preparation method thereof, the track with it

Also Published As

Publication number Publication date
JPS55109721U (en) 1980-08-01

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