JPH02112564A - Swimming pool made of frp - Google Patents
Swimming pool made of frpInfo
- Publication number
- JPH02112564A JPH02112564A JP26273188A JP26273188A JPH02112564A JP H02112564 A JPH02112564 A JP H02112564A JP 26273188 A JP26273188 A JP 26273188A JP 26273188 A JP26273188 A JP 26273188A JP H02112564 A JPH02112564 A JP H02112564A
- Authority
- JP
- Japan
- Prior art keywords
- frp
- side panel
- concrete
- bottom slab
- lining
- 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
- 230000009182 swimming Effects 0.000 title abstract description 4
- 239000004567 concrete Substances 0.000 claims abstract description 18
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 abstract description 7
- 239000004575 stone Substances 0.000 abstract description 5
- 239000011150 reinforced concrete Substances 0.000 abstract description 4
- 238000010276 construction Methods 0.000 abstract description 3
- 238000000034 method Methods 0.000 abstract description 3
- 239000000853 adhesive Substances 0.000 description 3
- 230000001070 adhesive effect Effects 0.000 description 3
- 239000000463 material Substances 0.000 description 3
- 230000000630 rising effect Effects 0.000 description 3
- 230000002787 reinforcement Effects 0.000 description 2
- 230000003014 reinforcing effect Effects 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 1
- 238000005260 corrosion Methods 0.000 description 1
- 230000007797 corrosion Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000007667 floating Methods 0.000 description 1
- 239000003365 glass fiber Substances 0.000 description 1
- 230000010354 integration Effects 0.000 description 1
- 238000012856 packing Methods 0.000 description 1
- 229920000728 polyester Polymers 0.000 description 1
- 239000012779 reinforcing material Substances 0.000 description 1
- 239000011347 resin Substances 0.000 description 1
- 229920005989 resin Polymers 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
- 230000008961 swelling Effects 0.000 description 1
Abstract
Description
【発明の詳細な説明】
［産業上の利用分野］
本発明は、ＦＲＰ（ガラス繊維強化ポリエステルＵ（脂
）製の現地組立式プールに関するものである。DETAILED DESCRIPTION OF THE INVENTION [Industrial Field of Application] The present invention relates to a field-assembled swimming pool made of FRP (glass fiber reinforced polyester U).
［従来の技術１
近年、軽量で１ｔｌｌ！ｌＩ性を有する等の理由から、
ＦＲＰ製のプールが採用されるようになりで来た。[Conventional technology 1 In recent years, lightweight and 1tll! For reasons such as having lI property,
Pools made of FRP have begun to be adopted.
従来のこの種のＦＲＰ製プールとしては、例えば平面状
のＦＲＰ製側板側板パネルールの周囲に多数立設して相
互に接続すると共に、該画板パネルを背後からコンクリ
ート壁や柱で支持し、その下端部をコンクリート底板内
に定着させるもの等があった。Conventional FRP pools of this kind have, for example, a large number of planar FRP side panels that are erected around the side panels and connected to each other, and the drawing board panels are supported from behind by concrete walls or pillars, and their lower ends are connected to each other. There were some that fixed the parts within the concrete bottom plate.
〔発明が解決しようとする課題１
しかしながら、上記従来のＦＲＰＩ！プールは、現地で
の組立工数が多くて作業が繁雑であるばかりでなく、Ｆ
ＲＰライニング工法を採用したコンクリート底板との接
続部の施工が不十分である等の問題点があった。[Problem to be solved by the invention 1 However, the above conventional FRPI! Swimming pools not only require a lot of on-site assembly man-hours and are complicated, but also require F.
There were problems such as insufficient construction of the connection with the concrete bottom plate using the RP lining method.
本発明は上記従来の問題点を解決するためになされたも
ので、その目的とするところは、現地での組立作業工数
をできるだけ少なくして、作業を省力化すると共に、コ
ンクリート底板との接続部に安定したライニング処理を
施工することので終るＦＲＰ製プールを提供することに
ある。The present invention has been made in order to solve the above-mentioned conventional problems, and its purpose is to reduce the number of on-site assembly work as much as possible, save labor, and connect the connection part with the concrete bottom plate. The objective is to provide an FRP pool that is completed by applying a stable lining treatment.
［課題を解決するための手段Ｊ
本発明のＦＲＰｓｌプールは、ＦＲＰ製の側板パネルの
裏側にサポート架台を一体的に取り付けたことを特徴と
するものであり、またＦＲＰ製の側板パネルの下部をコ
ンクリート底盤の方向に曲設し、該コンクリート底板の
上面のＦＲＰライニングと連続して一体化するようにし
たことをｅ徴とするものである。[Means for Solving the Problems J] The FRP sl pool of the present invention is characterized in that a support frame is integrally attached to the back side of the FRP side panel, and the lower part of the FRP side panel is integrally attached to the back side of the FRP side panel. The feature e is that it is curved in the direction of the concrete base plate and is continuously integrated with the FRP lining on the upper surface of the concrete base plate.
［実施例］
以下、本発明のＦＲＰ製プールの一実施例を図面を参照
しながら説明する。[Example] Hereinafter, an example of the FRP pool of the present invention will be described with reference to the drawings.
第１図および第２図に於いて、１はＦＲＰ製の側板であ
って、プールの縦お上Ｖ横の長さに応じて複数の側板パ
ネル１ｍ（第３図参照）を相互に接続して構成するよう
になっている。In Figures 1 and 2, 1 is a side panel made of FRP, and a plurality of side panels 1 m (see Figure 3) are connected to each other according to the vertical and horizontal lengths of the pool. It is designed to be configured as follows.
２は底板であって、上記ＦＲＰ側板１によって囲まれた
プールの底に現場施工されるようになっている。該底板
２は、地盤面上に砕石２ａを適宜厚さに敷詰めて、その
上に鉄筋コンクリ−）２ｂを打設し、更にその上をＦＲ
Ｐライニングにて漏水防止処理することにより構成され
る。該底板２のほぼ中央部には排水部２Ｃが凹設されて
いで、上記底板２の上面は、該排水部２Ｃに向けて、わ
ずかに下方に傾斜している。Reference numeral 2 denotes a bottom plate, which is constructed on site at the bottom of the pool surrounded by the FRP side plate 1. The bottom plate 2 is made by laying crushed stone 2a to an appropriate thickness on the ground surface, pouring reinforced concrete 2b on top of it, and then pouring FR on top of it.
Constructed by P lining to prevent water leakage. A drainage portion 2C is recessed approximately in the center of the bottom plate 2, and the upper surface of the bottom plate 2 is slightly inclined downward toward the drainage portion 2C.
第３図および第４図は、上記ＦＲＰ側板１と底板２の構
成要部を拡大して示すものである。FIGS. 3 and 4 are enlarged views of the main components of the FRP side plate 1 and bottom plate 2. FIG.
側板パネル１ａは、プールの深さに合わせた高さに形成
されていて横方向の継ぎ目がないので、仕上がりが奇麗
である。該側板パネル１ａの横幅の長さは工場から現場
への運搬に支障がない範囲で数種類に規格化されたもの
である。該側板パネル１ａの厚みは、水圧や衝撃等に十
分耐え得る厚さに設定されている。The side panel 1a is formed to a height that matches the depth of the pool and has no horizontal seams, resulting in a beautiful finish. The width of the side panel 1a is standardized into several types within a range that does not hinder transportation from the factory to the site. The thickness of the side panel 1a is set to be sufficient to withstand water pressure, impact, and the like.
また、該側板パネル１ａの上部は、外側方向（第４図で
左側方向）に折曲されていて、オーバー７０−堰１ｂお
よび立上段部１ｃが形成されでいる。Further, the upper part of the side panel 1a is bent outward (leftward in FIG. 4) to form an over 70-weir 1b and a raised step 1c.
これらオーバー７０−堰１ｂと立上段部１Ｃとの間には
、プールから溢れ出た水がプールに逆流することなく排
水パイプ１ｄに流入するように流水溝１ｅが形成さ机て
いる。これらのオーバ７０−堰１ｂ、立上段部１ｃおよ
び流水溝１ｅの上面には、ノンスリップ処理が施されて
いる。A water flow groove 1e is formed between the over 70-weir 1b and the rising step 1C so that water overflowing from the pool flows into the drain pipe 1d without flowing back into the pool. A non-slip treatment is applied to the upper surfaces of the over 70-weir 1b, the rising step portion 1c, and the water groove 1e.
さらに、側板パネル１ａの下端部１ｒは、プール内方（
第４図で右側方向）に向けて湾曲するように曲設さ札て
おり、底板２のＦＲＰライニングと滑らかに一体的に連
続するようになっている。Furthermore, the lower end 1r of the side panel 1a is located inside the pool (
The plate is curved toward the right (in Fig. 4), and is smoothly and integrally continuous with the FRP lining of the bottom plate 2.
３はサポート架台であって、４本の枠組材３ａを矩形状
に枠組みすると共に、その内部を斜材３ｂにより補強し
て成るものである。これらの枠組材３ａ及び斜材３ｂは
鋼製の角パイプをＦＲＰ被覆したものであって、腐食の
心配がない、内側の枠組材３ａは、第５図からも明らか
なよ）に、上記側板パネル１ａの外側面に沿って一体的
に取付けられている。また、上側の枠組材３ａは、上記
流水溝１ｅの裏１ｉＩｆに沿って一体的に取付けられて
いる。Reference numeral 3 denotes a support frame, which is made up of four frame members 3a framed in a rectangular shape, and the inside thereof is reinforced with diagonal members 3b. These frame members 3a and diagonal members 3b are steel square pipes coated with FRP, and there is no fear of corrosion. It is integrally attached along the outer surface of the panel 1a. Further, the upper frame member 3a is integrally attached along the back side 1iIf of the water flow groove 1e.
２１１のサポート架台３．３のほぼ中間の側板パネル１
ａには、第６図からも明らかなうに、縦補強材４が一体
的に取付けられている。211 support frame 3. Approximately middle side panel 1 of 3
As is clear from FIG. 6, a vertical reinforcing member 4 is integrally attached to a.
また、側板パネル１ａの外側面には、第７図からも明ら
かなように、高さのほぼ中間に位置しで、横補強材５が
一体的に取付けられている。Further, as is clear from FIG. 7, a lateral reinforcing member 5 is integrally attached to the outer surface of the side panel 1a at a position approximately in the middle of the height.
このように、側板パネル１ａにはＷ１横に補強材４．５
が一体的に入れられているので、非常に強固に出来でい
る。In this way, reinforcing material 4.5 is placed next to W1 on the side panel 1a.
Since it is integrated, it is extremely strong.
さらに、上記側板パネル１ａの両側端部には、接続７ラ
ンノ１ｇが形成されていて、第８図に示すように、隣接
する側板パネル１ａの接続７ランノ１ｇと相互に接続さ
れるようになっている。従って、パツキンを使用せずに
接着剤により接合するので、継ぎ目が目立たない。Furthermore, connection 7 runs 1g are formed at both ends of the side panel 1a, and are interconnected with the connection 7 runs 1g of the adjacent side panel 1a, as shown in FIG. ing. Therefore, the joints are not conspicuous because they are joined with adhesive without using packing.
次に、現地での組立て施工作業について説明する。Next, the on-site assembly and construction work will be explained.
まず、地盤面上に砕石２ａを敷詰めて、その上に鉄筋コ
ンクリ−）２ｂを打設する。床コンクリート基礎工事が
完了したら吊出し後レベルを決め、上記側板パネル１ａ
を岨み立てて行（。First, crushed stone 2a is spread on the ground surface, and reinforced concrete 2b is placed on top of it. Once the floor concrete foundation work is completed, determine the level after lifting, and install the above side panel 1a.
(.
側板パネル１ａの接続７ランノ１ｇの接合面には、ＦＲ
Ｐ用の接着剤を塗り、ボルトで締め付は密着させる。内
側に滲みだした接着剤は奇麗に拭き取る。The joint surface of the connection 7 runno 1g of the side panel 1a has FR
Apply P adhesive and tighten the bolts tightly. Wipe off any adhesive that has seeped inside.
総ての側板パネル１ａの組み立てが完了したら、ｔｊＳ
Ｑ図に示すように、下側の枠組材３ａを７ンカ−ボルト
６により固定する。After completing the assembly of all side panels 1a, tjS
As shown in Figure Q, the lower frame member 3a is fixed with seven anchor bolts 6.
続いて、側板パネル１ａの湾曲下端部１「と床コンクリ
ートとの接続部をコーキングする。プール内部の床コン
クリート基礎面を清掃し、ＦＲＰライニング工事にかか
る。Next, caulk the connection between the curved lower end 1'' of the side panel 1a and the concrete floor.The foundation surface of the concrete floor inside the pool is cleaned, and the FRP lining work begins.
コンクリート２ｂ上に塗布されたＦＲＰライニング２ｄ
の一部は、第１０図に示すように、上記側板パネル１ａ
の曲設下燈部１ｆの薄肉部１ｆ′の上面にまで連続して
塗布する。FRP lining 2d applied on concrete 2b
As shown in FIG. 10, a part of the side panel 1a
Continuously apply to the upper surface of the thin section 1f' of the curved lower light section 1f.
待にライニング材としては、軟性の樹脂を使用するので
、コンクリート面にクラックが入っても、破れるような
ことはない。また、コンクリート面にライニング材を密
着させているので、脹れや浮上り等の心配はなく、床が
ふわふわするようなくとも無い。Furthermore, since a soft resin is used as the lining material, it will not break even if the concrete surface cracks. In addition, since the lining material is in close contact with the concrete surface, there is no need to worry about swelling or floating, and the floor will remain fluffy.
［発明の効果］
（１） １１１１１板パネルとサポート架台を工場で一
体構成した状態で、現地で組み立てるようにしたので、
現地での作業工数が少なく組み立てが能率的である。[Effects of the invention] (1) Since the 11111 board panel and support frame were integrated at the factory and assembled on site,
Assembly is efficient with less on-site man-hours.
（２）ＦＲＰ製の側板パネルの下部をコンクリート底盤
の方向に曲設して、該コンクリート底板上のライニング
に滑らかに接続一体化するようにしたので、プールをＦ
ＲＰにより連続して構成することができる。(2) The lower part of the FRP side panel is bent in the direction of the concrete base plate so that it can be smoothly connected and integrated with the lining on the concrete base plate, making the pool FRP
It can be configured continuously by RP.
第１図は本発明によるプール全体の平面図、第２図は第
１図■−■線に沿った断面図、第３図は側板と底板との
組付は状態を示す要部斜視図、第４図はその側断面図、
第５図ないしｆｊＳ９図は各要部の拡大断面図、１１０
図は側板パネル下端部と底板ライニングとの一体化を示
す断面図である。
１・・・Ｆ ＲＰＩＩＩＩＩ板、１ａ・・・側板パネル
、ｌｂ・・・オーバーフロー堰、１ｃ・・・立上段部、
１ｄ・・・排水パイプ、１ｅ・・・流水溝、１ｆ・・・
下ｉ部、１ｆ′・・・薄肉部、１ｇ・・・接続７ランノ
、２・・・底板、２ａ・・・砕石、２）〕・・・鉄筋コ
ンクリート、２ｃ・・・排水部、２ｄ−・ＦＲＰライニ
ング、３・・・サポート架台、３ａ・・・枠組材、３ｂ
・・・斜材、４・・・縦補強材、５・・・横補強材、６
・・・７ンカーボルト。FIG. 1 is a plan view of the entire pool according to the present invention, FIG. 2 is a sectional view taken along the line ■-■ in FIG. Figure 4 is a side sectional view,
Figures 5 to fjS9 are enlarged sectional views of each main part, 110
The figure is a sectional view showing the integration of the lower end of the side panel and the bottom lining. 1...F RPIII board, 1a...side plate panel, lb...overflow weir, 1c...rising step part,
1d...Drainage pipe, 1e...Water channel, 1f...
Lower i part, 1f'...thin wall part, 1g...connection 7 runno, 2...bottom plate, 2a...crushed stone, 2)]...reinforced concrete, 2c...drainage part, 2d-... FRP lining, 3... Support frame, 3a... Frame material, 3b
...Diagonal member, 4...Vertical reinforcement member, 5...Horizontal reinforcement member, 6
...7 anchor bolts.
Claims (1)
的に取り付けたことを特徴とするＦＲＰ製プール。 ２、ＦＲＰ製の側板パネルの下部をコンクリート底盤の
方向に曲設し、該コンクリート底板の上面のＦＲＰライ
ニングと連続して一体化するようにしたことを特徴とす
るＦＲＰ製プール。[Claims] 1. An FRP pool characterized in that a support frame is integrally attached to the back side of an FRP side panel. 2. An FRP pool, characterized in that the lower part of the FRP side panel is bent in the direction of the concrete base plate so that it is continuous and integrated with the FRP lining on the upper surface of the concrete base plate.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP26273188A JPH02112564A (en) | 1988-10-20 | 1988-10-20 | Swimming pool made of frp |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP26273188A JPH02112564A (en) | 1988-10-20 | 1988-10-20 | Swimming pool made of frp |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| JPH02112564A true JPH02112564A (en) | 1990-04-25 |
Family
ID=17379806
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP26273188A Pending JPH02112564A (en) | 1988-10-20 | 1988-10-20 | Swimming pool made of frp |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH02112564A (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR100366339B1 (en) * | 2000-03-25 | 2003-01-09 | 박재교 | Frp waterproof liquid and it's using method |
| US20190169870A1 (en) * | 2018-01-04 | 2019-06-06 | Thursday Pools | Beach entry fiberglass pool body |
| US10472839B2 (en) | 2018-01-04 | 2019-11-12 | Thursday Pools | Beach entry fiberglass pool system |
Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS4933448A (en) * | 1972-07-28 | 1974-03-27 | ||
| JPS5612469A (en) * | 1979-07-09 | 1981-02-06 | Yamaha Motor Co Ltd | Assembled pool |
-
1988
- 1988-10-20 JP JP26273188A patent/JPH02112564A/en active Pending
Patent Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS4933448A (en) * | 1972-07-28 | 1974-03-27 | ||
| JPS5612469A (en) * | 1979-07-09 | 1981-02-06 | Yamaha Motor Co Ltd | Assembled pool |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR100366339B1 (en) * | 2000-03-25 | 2003-01-09 | 박재교 | Frp waterproof liquid and it's using method |
| US20190169870A1 (en) * | 2018-01-04 | 2019-06-06 | Thursday Pools | Beach entry fiberglass pool body |
| US10358837B2 (en) * | 2018-01-04 | 2019-07-23 | Thursday Pools | Beach entry fiberglass pool body |
| US10472839B2 (en) | 2018-01-04 | 2019-11-12 | Thursday Pools | Beach entry fiberglass pool system |
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