JP2536969Y2 - Reinforcement for cylindrical shell structure - Google Patents
Reinforcement for cylindrical shell structureInfo
- Publication number
- JP2536969Y2 JP2536969Y2 JP8169790U JP8169790U JP2536969Y2 JP 2536969 Y2 JP2536969 Y2 JP 2536969Y2 JP 8169790 U JP8169790 U JP 8169790U JP 8169790 U JP8169790 U JP 8169790U JP 2536969 Y2 JP2536969 Y2 JP 2536969Y2
- Authority
- JP
- Japan
- Prior art keywords
- cylindrical shell
- shell structure
- vertical
- reinforcing
- reinforcing material
- 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 - Lifetime
Links
Description
【考案の詳細な説明】 《産業上の利用分野》 この考案は、地上タンクなどの円筒シェル構造物の補
強材に関する。[Detailed description of the invention] << Industrial application field >> This invention relates to a reinforcing material for a cylindrical shell structure such as a ground tank.
《従来の技術》 周知のように、地上タンク,煙突などの円筒シェル構
造物を構築する際には、コンクリート製の壁体内に補強
材として鉄筋が埋設される。<< Prior Art >> As is well known, when constructing a cylindrical shell structure such as a ground tank or a chimney, a reinforcing bar is embedded as a reinforcing material in a concrete wall.
この種の円筒シェル構造物では、壁体が円形に形成さ
れるため、当然のことながら鉄筋もこの形状に沿って円
形に形成される。In this type of cylindrical shell structure, since the wall is formed in a circular shape, the reinforcing steel is naturally formed in a circular shape along this shape.
この場合の鉄筋の組立ては、予め円形の篭状に組立て
ると、全体がかさばり、運搬などが面倒なため、通常は
現場で行われていたが、このときに以下のような技術的
課題があった。In this case, assembling the reinforcing bars in advance in a circular cage shape was bulky and was cumbersome to transport, so it was usually performed on site, but there were the following technical problems at this time. Was.
《考案が解決しようとする課題》 すなわち、鉄筋を現場で組立てる場合には、フープ方
向の鉄筋を円弧状に加工して、これを鉛直方向の縦筋に
溶接などで固着している。<< Problem to be Solved by the Invention >> That is, when assembling the reinforcing steel on site, the reinforcing steel in the hoop direction is processed into an arc shape, and this is fixed to the vertical reinforcing steel in the vertical direction by welding or the like.
しかしながら、このような組立て手段では、鉄筋が長
尺で太い場合に、これを円弧状に加工することが困難で
あるとともに、その取扱いに揚重機などを必要とし、組
付けが面倒なものとなっていた。However, with such assembling means, it is difficult to process the reinforcing bar into an arc shape when the reinforcing bar is long and thick, and a hoisting machine or the like is required for the handling thereof, and the assembling is troublesome. I was
この考案は、このような従来の問題点に鑑みてなされ
たものであり、その目的とするところは、加工および組
付けが簡単な円筒シェル構造物用補強材を提供すること
にある。The present invention has been made in view of such conventional problems, and an object of the invention is to provide a reinforcing material for a cylindrical shell structure that is easy to process and assemble.
《課題を解決するための手段》 上記目的を達成するために、本考案は、地上タンクな
どの円筒シェル構造物のコンクリート壁体内に埋設され
る補強材において、前記補強材は周方向に複数に分割さ
れたブロックから構成され、このブロックは、両端部に
配置された一対の鉛直材と、これらの鉛直材間に両端を
固設され、水平方向に段状に配列された複数の円弧状平
薄板とからなることを特徴とする。<< Means for Solving the Problems >> In order to achieve the above object, the present invention relates to a reinforcing material embedded in a concrete wall of a cylindrical shell structure such as a ground tank, wherein the reinforcing material is provided in a plurality in a circumferential direction. The block is composed of a pair of vertical members arranged at both ends, and a plurality of arc-shaped flat members having both ends fixedly provided between the vertical members and arranged in a stepwise manner in the horizontal direction. It is characterized by comprising a thin plate.
上記鉛直材を断面がコ字形の鋼材で構成し、かつ、そ
の鉛直方向に間隔をおいて周方向に鍛接する鉛直材間を
結合するための継手部を設けてもよい。The vertical member may be formed of a steel member having a U-shaped cross section, and a joint may be provided for connecting the vertical members which are forged in the circumferential direction at intervals in the vertical direction.
《作用》 上記構成の円筒シェル構造物補強材によれば、フープ
方向に配置される部材が平薄板から構成されているの
で、これを簡単に円弧状に加工できるともに、この平薄
板は組立て現場までロール状に捲回して運ぶことができ
る。<< Operation >> According to the cylindrical shell structure reinforcing material having the above configuration, the members arranged in the hoop direction are made of flat thin plates, so that they can be easily processed into an arc shape, and the flat thin plates can be assembled at the assembly site. It can be rolled up and transported.
また、本考案の補強材は、周方向に分割したブロック
から構成されているので、フープ方向に配置される平薄
板は、従来のものよりも大幅に短くすることができ、そ
の取扱いも簡単になる。In addition, since the reinforcing material of the present invention is composed of blocks divided in the circumferential direction, the flat thin plate arranged in the hoop direction can be significantly shorter than the conventional one, and its handling is easy. Become.
《実施例》 以下、この考案の好適な実施例について添付図面を参照
にして詳細に説明する。<< Embodiment >> Hereinafter, a preferred embodiment of the present invention will be described in detail with reference to the accompanying drawings.
第1図から第4図は、この考案にかかる円筒シェル構
造物用補強材の一実施例を示している。1 to 4 show an embodiment of a reinforcing material for a cylindrical shell structure according to the present invention.
同図に示す補強材10は、第1図に示すように、円筒シ
ェル構造物のコンクリート壁体12内に埋設されるもので
あり、この実施例で示す補強材10は周方向に8分割され
たブロック14から構成されている。As shown in FIG. 1, a reinforcing member 10 shown in FIG. 1 is buried in a concrete wall 12 of a cylindrical shell structure, and the reinforcing member 10 shown in this embodiment is divided into eight in the circumferential direction. Block 14.
各ブロック14は、両端部に配置された一対の鉛直材1
6,16と、これらの鉛直材16間に両端を固設され、水平方
向に段状に配列された複数の円弧状平薄板18,18とから
構成されている。Each block 14 includes a pair of vertical members 1 arranged at both ends.
6, 16 and a plurality of arc-shaped flat thin plates 18, 18 having both ends fixedly provided between the vertical members 16 and arranged in a stepwise manner in the horizontal direction.
鉛直材16は、この実施例では、断面がコ字形の鋼材か
ら構成されており、その外端面側が、周方向に隣接配置
されるもの同士の継手部となっていて、この継手部には
ボルトナットにより相互に結合させるための孔部20が上
下方向に間隔をおいて穿設されている。In this embodiment, the vertical member 16 is made of a steel material having a U-shaped cross section, and its outer end face side is a joint between adjacently arranged members in the circumferential direction. Holes 20 for mutual connection by nuts are bored at intervals in the vertical direction.
一方、上記平薄板18は、通常、フラットバーと呼ばれ
ているものであり、この平薄板18は、施工現場までロー
ル状態で運搬され、施工現場で形成するブロック14の長
さに合わせて切断され、その両端が鉛直材16の側面に溶
接などにより固着される。On the other hand, the flat thin plate 18 is usually called a flat bar, and the flat thin plate 18 is transported in a roll state to a construction site, and cut according to the length of the block 14 formed at the construction site. Then, both ends are fixed to the side surface of the vertical member 16 by welding or the like.
この実施例では、平薄板18は、2枚ずつが一組となっ
ていて、これが鉛直材16の両側面を挟むようにして固着
されており、各平薄板18間には、上下左右方向に間隔保
持材22が配置されてい。In this embodiment, two flat thin plates 18 are formed as a set, and they are fixed so as to sandwich both side surfaces of the vertical material 16, and a space is maintained between the flat thin plates 18 in the vertical and horizontal directions. Material 22 is arranged.
以上のように構成された本考案の補強材10は、孔部20
を周方向に隣接する部分で相互に一致させてボルトナッ
トにより結合され、壁体12内に埋設されることになる。The reinforcing material 10 of the present invention configured as described above has a hole 20
Are joined to each other by bolts and nuts at portions adjacent to each other in the circumferential direction and are embedded in the wall 12.
このとき、継手部分には、第4図にその詳細を示すよ
うに、鉛直材16間に股がるようにして、その両側面から
補強板24を固着することが望ましい。At this time, as shown in detail in FIG. 4, it is desirable that the reinforcing plate 24 is fixed to the joint portion from both side surfaces so as to extend between the vertical members 16.
なお、ブロック14は、周方向に結合させるだけでな
く、上下方向に結合させることももちろん可能である。The blocks 14 can be connected not only in the circumferential direction but also in the vertical direction.
また、鉛直方向の補強が必要な場合には、所要量の鋼
材をブロック14内に均等に配置すればよい。When vertical reinforcement is required, a required amount of steel material may be evenly arranged in the block 14.
《考案の効果》 以上実施例で説明したように、この考案にかかる円筒
シェル構造物用補強材にあっては、平薄板を用いること
により、補強材のブロック化が簡単に行え、従来の鉄筋
配筋作業に比べて施工能率が向上する。<< Effects of the Invention >> As described in the above embodiments, in the reinforcing material for a cylindrical shell structure according to the present invention, by using a flat thin plate, the reinforcing material can be easily blocked, and the conventional reinforcing steel can be used. Construction efficiency is improved as compared to rebar arrangement work.
また、平薄板は簡単に湾曲することができるととも
に、施工現場までロール状に捲回して運搬でき、長尺の
ブロックの製作が簡単にできる。In addition, the flat thin plate can be easily curved, and can be rolled and transported to a construction site, so that a long block can be easily manufactured.
さらに、ブロック化された補強材は、鉛直材だけの接
合で環状に組立てることができるので、この点でも施工
能率が向上する。Furthermore, the block-shaped reinforcing member can be assembled in a ring shape by joining only the vertical members, so that the construction efficiency is also improved in this respect.
第1図は本考案の補強材が用いられる円筒シェル構造物
の平面図、第2図は本考案の補強材のブロックの斜視
図、第3図は同ブロックの接合状態の平面図、第4図は
第3図の接合部分の拡大図である。 10……補強材 12……壁体 14……ブロック 16……鉛直材 18……平薄板FIG. 1 is a plan view of a cylindrical shell structure using the reinforcing material of the present invention, FIG. 2 is a perspective view of a block of the reinforcing material of the present invention, FIG. The figure is an enlarged view of the joining portion in FIG. 10 Reinforcement 12 Wall 14 Block 16 Vertical 18 Flat sheet
Claims (2)
クリート壁体内に埋設される補強材において、前記補強
材は周方向に複数に分割されたブロックから構成され、
このブロックは、両端部に配置された一対の鉛直材と、
これらの鉛直材間に両端を固設され、水平方向に段状に
配列された複数の円弧状平薄板とからなることを特徴と
する円筒シェル構造物用補強材。1. A reinforcing member embedded in a concrete wall of a cylindrical shell structure such as a ground tank, wherein the reinforcing member is constituted by a plurality of blocks divided in a circumferential direction,
This block has a pair of vertical members arranged at both ends,
A reinforcing material for a cylindrical shell structure, comprising a plurality of arc-shaped flat thin plates having both ends fixedly provided between these vertical members and arranged in a stepwise manner in a horizontal direction.
成され、かつ、その鉛直方向に間隔をおいて周方向に隣
接する鉛直材間を結合する継手部が設けられていること
を特徴とする請求項1に記載の円筒シェル構造物用補強
材。2. The vertical member according to claim 1, wherein the vertical member is formed of a steel material having a U-shaped cross section, and a joint portion is provided for connecting the vertical members adjacent to each other in the circumferential direction at intervals in the vertical direction. The reinforcing material for a cylindrical shell structure according to claim 1, wherein:
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP8169790U JP2536969Y2 (en) | 1990-08-02 | 1990-08-02 | Reinforcement for cylindrical shell structure |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP8169790U JP2536969Y2 (en) | 1990-08-02 | 1990-08-02 | Reinforcement for cylindrical shell structure |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH0439254U JPH0439254U (en) | 1992-04-02 |
JP2536969Y2 true JP2536969Y2 (en) | 1997-05-28 |
Family
ID=31627865
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP8169790U Expired - Lifetime JP2536969Y2 (en) | 1990-08-02 | 1990-08-02 | Reinforcement for cylindrical shell structure |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP2536969Y2 (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR101391267B1 (en) * | 2012-08-20 | 2014-05-07 | 갈원홍 | The movable storetank for excretion |
KR200482243Y1 (en) * | 2012-08-20 | 2017-01-04 | 갈원홍 | The movable storetank |
-
1990
- 1990-08-02 JP JP8169790U patent/JP2536969Y2/en not_active Expired - Lifetime
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR101391267B1 (en) * | 2012-08-20 | 2014-05-07 | 갈원홍 | The movable storetank for excretion |
KR200482243Y1 (en) * | 2012-08-20 | 2017-01-04 | 갈원홍 | The movable storetank |
Also Published As
Publication number | Publication date |
---|---|
JPH0439254U (en) | 1992-04-02 |
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