JPH0455949B2 - - Google Patents
Info
- Publication number
- JPH0455949B2 JPH0455949B2 JP59137874A JP13787484A JPH0455949B2 JP H0455949 B2 JPH0455949 B2 JP H0455949B2 JP 59137874 A JP59137874 A JP 59137874A JP 13787484 A JP13787484 A JP 13787484A JP H0455949 B2 JPH0455949 B2 JP H0455949B2
- Authority
- JP
- Japan
- Prior art keywords
- column
- side wall
- wall panel
- flanges
- reinforcement
- 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
Links
Description
【発明の詳細な説明】
〔産業上の利用分野〕
この発明は、現場で簡単に組立られる貯留槽お
よびその組立方法に関する。DETAILED DESCRIPTION OF THE INVENTION [Field of Industrial Application] The present invention relates to a storage tank that can be easily assembled on site and a method for assembling the same.
従来のパネル組立式の貯留槽はパネルの側縁フ
ランジ同志を溶接あるいはボルト固定していた。
しかし、この方法で十分な強度と防水性を得よう
とすると、ボルトの数が非常に多くなつたり、溶
接部の補強が必要であつたりし、作業性が悪く、
強度も十分でなかつた。
In conventional panel assembly type storage tanks, the side flanges of the panels are welded or bolted together.
However, if you try to obtain sufficient strength and waterproofness using this method, the number of bolts will be extremely large, the welded parts will need to be reinforced, and the workability will be poor.
It wasn't strong enough either.
この発明は、これらの欠点を解消し、現場で簡
単に組立てられ、かつ十分な強度が得られる貯留
槽およびその組立方法を提供することを目的とす
る。 The object of the present invention is to eliminate these drawbacks and provide a storage tank that can be easily assembled on site and has sufficient strength, and a method for assembling the same.
以下、この発明の一実施例について図面を参照
して説明する。
An embodiment of the present invention will be described below with reference to the drawings.
第１図乃至第３図は、この発明を適用して組立
てた貯留槽を示している。このように貯留槽の側
壁はFRP製の側壁パネル１を複数連結して構成
されている。 1 to 3 show a storage tank assembled using the present invention. In this way, the side wall of the storage tank is constructed by connecting a plurality of side wall panels 1 made of FRP.
そして、第４図、第５図に示すように、側壁パ
ネル１の下端部は、固定部材２を介し、ボルト諦
め、溶接等の手段によつて捨てコンクリート４に
固定されている。ここで、固定部材２は、例えば
Ｌ型鋼等が用いられる。この固定部材２によつ
て、側壁パネル１の下端部と、基礎栗石３または
捨てコンクリート４との間には、後述する底部コ
ンクリート打設空間部５が形成されることとな
る。ここで、普通は槽底部の強度を向上させるた
めに、鉄筋６を通す。さらに、この鉄筋６を固定
部材２に溶接、貫通等の手段によつて固定すると
側壁パネル１と底部コンクリートが一体物となり
強度が更に向上する。 As shown in FIGS. 4 and 5, the lower end of the side wall panel 1 is fixed to the sacrificial concrete 4 via a fixing member 2 by bolting, welding, or the like. Here, the fixing member 2 is made of, for example, L-shaped steel. By means of this fixing member 2, a bottom concrete placement space 5, which will be described later, is formed between the lower end of the side wall panel 1 and the foundation stone 3 or the sacrificial concrete 4. Here, reinforcing bars 6 are usually inserted to improve the strength of the bottom of the tank. Furthermore, when the reinforcing bars 6 are fixed to the fixing member 2 by means such as welding or penetrating, the side wall panel 1 and the bottom concrete become one piece, and the strength is further improved.
次に、それぞれ下端を固定され、立設支持され
た側壁パネル１の側壁間を第７図乃至第９図に示
すように、例えば、ボルト、止め金具等の連結部
材７によつて連結する。 Next, as shown in FIGS. 7 to 9, the side walls of the side wall panels 1, each having its lower end fixed and supported upright, are connected by a connecting member 7 such as a bolt or a fastener.
さらに、パネル１の側壁連結部を柱筋８、フー
プ筋９から成る鉄筋柱１０に固定する。ここで、
上記側壁連結部を均一に接合するために、第６図
および第７図に示すように、ボルトのような連結
部材７とフープ筋９とを交互にパネル１のフラン
ジ部１ａを貫通させ結合させるとよい。 Furthermore, the side wall connecting portion of the panel 1 is fixed to a reinforcing column 10 consisting of column reinforcements 8 and hoop reinforcements 9. here,
In order to uniformly join the side wall joints, as shown in FIGS. 6 and 7, connecting members 7 such as bolts and hoop reinforcements 9 are alternately passed through the flange portion 1a of the panel 1 and joined together. Good.
その後、第４図、第６図乃至第９図に示すよう
に、FRP製の柱型枠１１をパネル１の側壁連結
部を囲むようにパネル１の外壁に固定する。ここ
で、柱型枠１１の固定はパネル外壁に直接現場で
接着してもよいが、第８図、第９図のように予め
工場等で接着された止め具１２に差込み固定して
もよい。その後、パネル１の下端の上記空間部５
にコンクリート１２を打設すると共に、柱型枠１
１で囲まれた鉄筋結合部にコンクリート１３を打
設し、現場での貯留槽の組立てが終了する。 Thereafter, as shown in FIGS. 4, 6 to 9, a column frame 11 made of FRP is fixed to the outer wall of the panel 1 so as to surround the side wall connecting portion of the panel 1. Here, the column formwork 11 may be fixed directly to the panel outer wall on site, but it may also be fixed by inserting it into a stopper 12 that has been glued in advance at a factory, etc., as shown in FIGS. 8 and 9. . After that, the space 5 at the lower end of the panel 1
At the same time, concrete 12 is poured into the column formwork 1.
Concrete 13 is poured into the reinforcing bar joints surrounded by 1, and the on-site assembly of the storage tank is completed.
以上のように、槽本体は位置決めが容易で、か
つ大形槽であつても現場で簡単に組立てが行え
る。さらに、底部および側壁連結部は、固定金具
７および鉄筋柱１０により強固に固定され、コン
クリート１２，１３によつて一体構造をなしてい
るので、槽の浮上、傾斜等は確実に防止される。
しかもコンクリートは硬化後には、引張応力、曲
げ応力に特に強いので、貯留槽は極めて強固とな
る。
As described above, the tank body can be easily positioned, and even large tanks can be easily assembled on site. Further, the bottom and side wall connecting parts are firmly fixed by the fixing metal fittings 7 and the reinforcing bars 10, and are formed into an integral structure by the concrete 12 and 13, so that floating, tilting, etc. of the tank are reliably prevented.
Furthermore, after hardening, concrete is particularly strong against tensile stress and bending stress, so the storage tank becomes extremely strong.
尚、貯留槽は、例えば、第１図、第２図のよう
に平断面をだ円形、円形その他如何なる形状であ
つてもよく、また、側壁連結部も第８図、第９図
に示すように、如何なる平断面であつてもよい。 The storage tank may have an oval cross section, a circular shape, or any other shape as shown in FIGS. 1 and 2, and the side wall connecting portion may also be shaped as shown in FIGS. However, it may have any flat cross section.
以上のように、この発明によれば、FRP製の
パネルを現場で組み立てられるので、作業性が良
く、大形のものも形成でき、パネル同志の接合が
簡単かつ確実に行え、しかも強固である等の極め
て優れた効果がある。
As described above, according to the present invention, FRP panels can be assembled on-site, resulting in good workability, large-sized panels can be formed, panels can be easily and reliably joined together, and they are strong. It has extremely excellent effects such as
第１図、第２図はこの発明の一実施例の平面
図、第３図は同縦断面図、第４図は要部斜視図、
第５図は第１図のＡ−Ａ線断面図、第６図は第１
図のＢ−Ｂ線断面図、第７図は第１図の要部平面
図、第８図、第９図は同拡大図を示す。
１……側壁パネル、１ａ……フランジ部、１０
……鉄筋柱、１２，１３……コンクリート。
1 and 2 are plan views of one embodiment of the present invention, FIG. 3 is a longitudinal sectional view of the same, and FIG. 4 is a perspective view of essential parts.
Figure 5 is a sectional view taken along line A-A in Figure 1, and Figure 6 is a cross-sectional view of Figure 1.
7 is a plan view of the main part of FIG. 1, and FIGS. 8 and 9 are enlarged views of the same. 1... Side wall panel, 1a... Flange portion, 10
...Reinforced columns, 12, 13...Concrete.
Claims (1)
側壁パネルと、このフランジ部を隣接する側壁パ
ネルのフランジ部と結合固定する結合部材と、こ
の結合されたフランジ部にその一部を係合する水
平方向のフープ筋とこのフープ筋に係合する垂直
方向の柱筋とからなる鉄筋柱と、この鉄筋柱を囲
む柱型枠と、この柱型枠内に打設されたコンクリ
ートを有する貯留槽。 ２ 両端にフランジ部を有するFRP製の複数の
側壁パネルを立設する工程と、そのフランジ部を
隣接するフランジ部と接合部材によつて結合固定
する工程と、この結合されたフランジ部にその一
部を係合させた水平方向のフープ筋およびこれに
係合する垂直方向の柱筋から成る鉄筋柱を形成す
る工程と、この鉄筋柱を囲む形で柱型枠を上記側
壁パネルに取付ける工程と、この鉄筋柱内にコン
クリートを打設する工程とを備えた貯留槽の組立
方法。[Claims] 1. A side wall panel made of FRP having a plurality of flanges at both ends, a connecting member that connects and fixes the flanges to the flange of an adjacent side wall panel, and a connecting member that connects and fixes the flanges to the flange of an adjacent side wall panel. A reinforced column consisting of horizontal hoop reinforcement that engages the horizontal hoop reinforcement and vertical column reinforcement that engages the hoop reinforcement, a column formwork that surrounds this reinforcement column, and a column that is cast within this column formwork. Reservoir with concrete. 2. A step of erecting a plurality of side wall panels made of FRP having flanges at both ends, a step of connecting and fixing the flange portions to an adjacent flange portion using a joining member, and a step of attaching one side wall panel to the joined flange portion. forming a reinforcing column consisting of a horizontal hoop bar and a vertical column bar engaging the hoop bar, and attaching a column formwork to the side wall panel to surround the reinforcing bar. , and a process of pouring concrete into the reinforcing column.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP59137874A JPS6121374A (en) | 1984-07-05 | 1984-07-05 | Storage tank and assembly method thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP59137874A JPS6121374A (en) | 1984-07-05 | 1984-07-05 | Storage tank and assembly method thereof |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS6121374A JPS6121374A (en) | 1986-01-30 |
| JPH0455949B2 true JPH0455949B2 (en) | 1992-09-04 |
Family
ID=15208717
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP59137874A Granted JPS6121374A (en) | 1984-07-05 | 1984-07-05 | Storage tank and assembly method thereof |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS6121374A (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH02262288A (en) * | 1989-03-31 | 1990-10-25 | Asahi Seiki Kogyo Kk | terminal manufacturing machine |
-
1984
- 1984-07-05 JP JP59137874A patent/JPS6121374A/en active Granted
Also Published As
| Publication number | Publication date |
|---|---|
| JPS6121374A (en) | 1986-01-30 |
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