JPH043656Y2 - - Google Patents
Info
- Publication number
- JPH043656Y2 JPH043656Y2 JP18681687U JP18681687U JPH043656Y2 JP H043656 Y2 JPH043656 Y2 JP H043656Y2 JP 18681687 U JP18681687 U JP 18681687U JP 18681687 U JP18681687 U JP 18681687U JP H043656 Y2 JPH043656 Y2 JP H043656Y2
- Authority
- JP
- Japan
- Prior art keywords
- pond
- fountain
- passage
- power transmission
- system passage
- 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
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 60
- 230000005540 biological transmission Effects 0.000 claims description 46
- 230000000149 penetrating effect Effects 0.000 claims description 9
- 230000002093 peripheral effect Effects 0.000 description 32
- 238000000465 moulding Methods 0.000 description 12
- 238000010276 construction Methods 0.000 description 9
- 238000009415 formwork Methods 0.000 description 6
- 229910000831 Steel Inorganic materials 0.000 description 4
- 238000004891 communication Methods 0.000 description 4
- 239000010959 steel Substances 0.000 description 4
- 239000004567 concrete Substances 0.000 description 3
- 238000007689 inspection Methods 0.000 description 3
- 238000012423 maintenance Methods 0.000 description 3
- 238000005266 casting Methods 0.000 description 2
- 238000001704 evaporation Methods 0.000 description 2
- 230000008020 evaporation Effects 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 238000005192 partition Methods 0.000 description 2
- 230000001105 regulatory effect Effects 0.000 description 2
- 230000035939 shock Effects 0.000 description 2
- 229920001875 Ebonite Polymers 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 230000000593 degrading effect Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000012805 post-processing Methods 0.000 description 1
- 238000005086 pumping Methods 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 238000007789 sealing Methods 0.000 description 1
- 239000013589 supplement Substances 0.000 description 1
Landscapes
- Special Spraying Apparatus (AREA)
Description
【考案の詳細な説明】
(産業上の利用分野)
本考案は噴水装置に関し、殊に送水系通路、送
電系通路および排水系通路等が簡単な工法によつ
て噴水池を形成できるとともに、水や電力の供給
媒体装置として噴水用水供給源や駆動電力供給源
と、噴水池との間にボツクスを配置し、該ボツク
スの多目的使用化を達成できるようになされた噴
水装置に関する。[Detailed description of the invention] (Field of industrial application) The present invention relates to a fountain device, and in particular, it is possible to form a fountain pond by a simple construction method in water transmission system passages, power transmission system passages, drainage system passages, etc. The present invention relates to a fountain device in which a box is disposed between a fountain water supply source or driving power supply source as a power supply medium device and a fountain pond, and the box can be used for multiple purposes.
(従来の技術)
噴水装置の噴水池には、水の飛散や自然蒸発等
による水位の低下を補うための給水通路、水位を
一定に保つためのオーバフロー通路、保守点検等
に際して排水を行う場合に使用する排水通路、循
環ポンプや噴水ポンプ駆動用水中モータに電力を
供給するケーブルを挿通するための送電系通路等
が設けられている。(Conventional technology) The fountain pond of a fountain device has a water supply passage to compensate for a drop in water level due to water scattering or natural evaporation, an overflow passage to keep the water level constant, and a water passage used to drain water during maintenance inspections, etc. A power transmission system path is provided for passing a cable that supplies power to a circulation pump and a submersible motor for driving a fountain pump.
ところで、前記噴水池は、一般に、現場打ち、
即ち、現場で型枠を組立て、この組立てられた型
枠にコンクリートを打ち込む工法によつて構築さ
れる。したがつて、前記各通路も噴水池構築時に
形成されることになる。つまり、第5図ないし第
7図に示すように、噴水池Aの起立周壁Bに対し
て、該起立周壁Bの上部において噴水池Aの内側
に開口し、かつ下部において噴水池Aの外側に開
口する縦通路Dを複数形成して、これら縦通路D
をオーバフロー通路D1、送電系通路D2として活
用し、特に送電系通路D2にはケーブルまたはケ
ーブルを挿通したコンジツトパイプを挿通すると
ともに、噴水池Aの底壁F上面に開口し、かつ噴
水池Aの外部に開口する排水通路G(第8図参照)
が形成される。 By the way, the fountain pond is generally constructed on-site.
That is, it is constructed by assembling formwork on site and pouring concrete into the assembled formwork. Therefore, each of the passages will also be formed when constructing the fountain pond. In other words, as shown in FIGS. 5 to 7, with respect to the upright peripheral wall B of the fountain pond A, the vertical wall opens inside the fountain A at the upper part of the upright peripheral wall B and opens to the outside of the fountain A at the lower part. A plurality of passages D are formed, and these vertical passages D
is utilized as an overflow passage D 1 and a power transmission system passage D 2 , and in particular, a cable or a conduit pipe with a cable inserted therein is inserted into the power transmission system passage D 2 , and an opening is made on the upper surface of the bottom wall F of the fountain pond A, and the fountain pond is Drain passage G that opens to the outside of A (see Figure 8)
is formed.
(考案が解決しようとする問題点)
しかし、前記従来の噴水池では、各通路D…の
形状が複雑であり、この複雑な形状の通路を形成
する際に、型枠に通路形成のための煩わしい細工
を施す必要があり、噴水池Aの構築作業性を低下
させる要因になつている。(Problem to be solved by the invention) However, in the conventional fountain pond, the shape of each passage D is complicated, and when forming passages with this complicated shape, it is difficult to form the passages in the formwork. It is necessary to do some work, which is a factor that reduces the workability of constructing fountain pond A.
一方、近年、各地で各種のイベントが開催され
る場合、3〜12ケ月の比較的短いイベント開催期
間中にのみ噴水池Aを設置したい要望が高くなつ
ている。 On the other hand, in recent years, when various events are held in various places, there has been an increasing desire to install fountain pond A only during the relatively short event period of 3 to 12 months.
しかし、前記従来の現場打ち工法によつて構築
される噴水池Aでは、施工費が高価格になつて経
済的に不利である上、イベント終了時における解
体撤去に際して、鉄筋コンクリート等の取りこわ
し、残材廃棄等の煩雑な後処理を必要とし、当然
撤去費用が増大する。したがつて従来の噴水池で
は、単位時間当りの償却費が高くなり、噴水池を
設置する場合、経済的な制約により設置不能にな
らざるを得ない問題点がある。 However, fountain pond A, which is constructed using the conventional cast-in-place construction method, is economically disadvantageous due to the high construction cost.In addition, when it is dismantled and removed at the end of the event, it requires the removal of reinforced concrete, etc., and the remaining materials. This requires complicated post-processing such as disposal, which naturally increases removal costs. Therefore, with conventional fountain ponds, the depreciation cost per unit time is high, and when installing a fountain pond, there is a problem that the installation cannot be avoided due to economic constraints.
したがつて、構築および解体撤去が容易になさ
れ、経済的に有利な噴水池として、複数ブロツク
を現場において一体結合した集合体によつて噴水
池を構築し、これらのブロツクを分解することで
解体撤去できるようになす構造のものが考えられ
る。 Therefore, the fountain pond can be easily constructed, dismantled and removed, and is economically advantageous.The fountain pond can be constructed from an aggregate of multiple blocks joined together on site, and can be dismantled and removed by disassembling these blocks. A possible structure is as follows.
しかし、このような噴水池Aでは、各ブロツク
をコンクリートによつて成型するための金型の共
通化を図る必要があるから、前記従来例で述べた
構造の通路Dを有するブロツク成型金型と、通路
Dを有しないブロツク成型金型の少なくとも2種
類の金型を用意しなければならなず、これらの金
型がきわめて高価であるところから、経済的に不
利になる問題点が生じる。 However, in such a fountain pond A, it is necessary to use a common mold for molding each block with concrete, so a block molding mold having a passage D having the structure described in the conventional example, At least two types of block molding molds without passages D must be prepared, and these molds are extremely expensive, resulting in an economically disadvantageous problem.
また、各ブロツクは工場において成型されたの
ち、噴水池構築現場へ運搬される。ところが、従
来例で述べた通路構造では、通路部周辺の肉厚が
著しく薄くなつて、壁剛性が低下される。そのた
めに、運搬ならびに構築途中に加わる振動や衝撃
によつて通路を形成しているブロツクが破損する
おそれを有している。 Each block is molded in a factory and then transported to the fountain pond construction site. However, in the passage structure described in the conventional example, the wall thickness around the passage portion becomes extremely thin, resulting in a decrease in wall rigidity. Therefore, there is a risk that the blocks forming the passages will be damaged due to vibrations and shocks applied during transportation and construction.
さらに、前記構成の通路D…では、特に送電系
通路D2の上部内周においてケーブルが露出して
外観を低下させる。したがつて、この露出部分を
カバーによつて隠蔽しなければならず、構築に際
して余分な手間が必要になる等の問題点を有して
いる。 Furthermore, in the passages D... having the above configuration, the cable is exposed particularly at the upper inner periphery of the power transmission system passage D2 , degrading the appearance. Therefore, this exposed portion must be hidden with a cover, which poses problems such as extra effort required during construction.
本考案は、このような事情に鑑みなされたもの
で、送水系、送電系および排水系等の各通路が簡
単に形成できるとともに、水や電力の供給媒体装
置として噴水用水供給源や駆動電力供給源と、噴
水池との間に配置されるボツクスの多目的使用化
を達成できるように構成した噴水装置を提供する
ことを目的とする。 The present invention was developed in view of the above circumstances, and it is possible to easily form each passage for the water transmission system, power transmission system, drainage system, etc., and it can also be used as a water and power supply medium device for fountain water supply and driving power supply. It is an object of the present invention to provide a fountain device configured so that a box placed between a water source and a fountain pond can be used for multiple purposes.
(問題点を解決するための手段)
本考案は、前記目的を達成するために、噴水池
の壁部を貫通して少なくとも1つの送水系通路と
送電系通路および排水系通路がそれぞれ形成さ
れ、前記噴水池の周辺部に当該噴水池の基準水位
を決定するオーバフロー機構を収納しかつ送電線
接続機構を収納したボツクスが配置され、該ボツ
クスと噴水池それぞれの内部が前記送水系通路と
送電系通路を介して互いに連通されるとともに、
前記ボツクスに給水系通路および給電系配線が接
続され、かつオーバフロー系通路が前記ボツクス
から導出されているものである。(Means for Solving the Problems) In order to achieve the above object, the present invention provides that at least one water supply system passage, one power transmission system passage, and one drainage system passage are respectively formed through the wall of the fountain pond. A box housing an overflow mechanism for determining the reference water level of the fountain pond and a power transmission line connection mechanism is disposed around the fountain pond, and the inside of the box and the fountain pond are connected via the water transmission system passage and the power transmission system passage. While communicating with each other,
A water supply system passage and a power supply system wiring are connected to the box, and an overflow system passage is led out from the box.
(作用)
本考案においては、噴水池の壁部を貫通させる
パイプによつて各通路を形成できるので、現場打
ちによつて噴水池を構築する場合、型枠に通路形
成のための煩わしい細工を施す必要がない。つま
り、通路形成用パイプを型枠に取付ければよい。
また、複数のブロツクを一体結合した集合体によ
つて構築される噴水池では、ブロツク成型金型に
通路形成用パイプを取付けてインサート成型する
ことによつて、通路を有するブロツクを成型でき
るから、該ブロツクと通路を有さないブロツクを
成型する場合、成型金型の共通化を図ることがで
きる。(Function) In the present invention, each passage can be formed by a pipe that penetrates the wall of the fountain pond, so when constructing a fountain basin by casting on site, there is no need to perform complicated work on the formwork to form passages. There is no. In other words, it is sufficient to attach the passage forming pipe to the formwork.
In addition, in a fountain pond constructed from an aggregate of a plurality of blocks joined together, a block with passages can be molded by attaching passage forming pipes to the block molding die and performing insert molding. When molding a block without a passageway, it is possible to use a common mold.
さらに、水や電力の供給媒体装置として噴水用
水供給源や駆動電力供給源と、噴水池との間にボ
ツクスが配置されていて、このボツクスを介して
水および電力の供給ができ、かつ水位が一定に保
持されるとともに、ボツクス自体をベンチまたは
花壇として活用できる。 Furthermore, a box is placed between the fountain water supply source or driving power supply source and the fountain pond as a water and power supply medium device, and water and power can be supplied through this box, and the water level can be maintained at a constant level. The box itself can be used as a bench or flowerbed.
(実施例)
以下、本考案の実施例を図面に基づいて説明す
る。(Example) Hereinafter, an example of the present invention will be described based on the drawings.
第1図は本考案の一実施例を示す平面図、第2
図は同縦断正面図であり、この実施例では複数の
ブロツクを現場において一体結合した集合体によ
つて噴水池が構築されている。 Figure 1 is a plan view showing one embodiment of the present invention;
The figure is a longitudinal sectional front view of the same, and in this embodiment, the fountain pond is constructed by an assembly of a plurality of blocks integrally connected on site.
噴水池1は中心池部材10と第1環状外周池部
材20および第2環状外周池部材30によつて構
成され、それぞれはコンクリートによつて形成さ
れている。 The fountain pond 1 is composed of a central pond member 10, a first annular outer circumferential pond member 20, and a second annular outer circumferential pond member 30, each of which is made of concrete.
中心池部材10は環状の起立周壁11を有する
正円形に形成され、半円形の第1および第2ブロ
ツク12A,12Bを後述する接合手段によつて
液密に接合した構成になつており、起立周壁11
の上端部には円周方向に等間隔を有して、第1環
状池部材20に向けて滝状に水を落す落し口13
が形成されている。 The central pond member 10 is formed into a perfect circle having an annular upright peripheral wall 11, and has a configuration in which semicircular first and second blocks 12A and 12B are fluid-tightly joined by a joining means described later. Peripheral wall 11
At the upper end, there are droplets 13 that are spaced at equal intervals in the circumferential direction and allow water to fall in a waterfall shape toward the first annular pond member 20.
is formed.
第1環状外周池部材20は、中心池部材1の外
周側に隣接して同心状に配置され、縦断面略U字
状の正円形環状に形成されており、本実施例で
は、6つの扇形ブロツク21a…21fを後述す
る接合手段によつて液密に接合した構成になつて
いる。そして、内周起立壁22の高さ寸法を外周
起立壁23の高さ寸法よりも低く設定し、その上
端面22aに硬質ゴム等によつてなるシール部材
40を介して中心池部材10の底面外周縁部14
を載置することで、第1環状池部材20の内周上
部に中心池部材10を積み重ねた構成、換言する
なら、中心池部材10の外周側を囲繞して第1環
状外周池部材20を段落ち状に重合配置した構成
としている。そして、外周起立壁23の上端部に
は円周方向に等間隔を有して第2環状外周池部材
30に向けて滝状に水を落す落し口24が形成さ
れている。 The first annular outer circumferential pond member 20 is arranged concentrically adjacent to the outer circumferential side of the central pond member 1, and is formed into a perfect circular ring shape with a substantially U-shape in longitudinal section. The blocks 21a...21f are liquid-tightly joined by a joining means to be described later. The height of the inner circumferential upright wall 22 is set lower than that of the outer circumferential upright wall 23, and a sealing member 40 made of hard rubber or the like is attached to the upper end surface 22a of the inner circumferential upright wall 22, and the bottom surface of the central pond member 10 is Outer peripheral edge 14
By placing the central pond member 10 on top of the inner circumference of the first annular pond member 20, in other words, the first annular outer circumferential pond member 20 surrounds the outer circumferential side of the central pond member 10. It has a structure in which they are arranged in a stepped manner. Drop holes 24 are formed at the upper end of the outer circumferential upright wall 23 at equal intervals in the circumferential direction and allow water to fall in a waterfall shape toward the second annular outer pond member 30.
第2環状外周池部材30は、本発明実施例に係
る組立式噴水池1の最外周部に配置されるもので
あり、第1環状外周池部材20の外周側に隣接し
て同心状に配置され、縦断面略U字状の正円形環
状に形成されており、本実施例では12個の扇形ブ
ロツク31a…31lを後述する接合手段によつ
て液密に接合した構成になつている。そして、内
周起立壁32の高さ寸法を外周起立壁33の高さ
寸法よりも低く設定し、その上端面32aに硬質
ゴム等によつてなるシール部材40を介して第1
環状外周池部材20の底面外周縁部25を載置す
ることで、第2環状外周池部材30の内周上部に
第1環状外周池部材20を積み上げた構成、つま
り第1環状外周池部材20の外周側を囲繞して第
2環状外周池部材30を段落ち状に重合配置した
構成としている。 The second annular outer peripheral pond member 30 is arranged at the outermost periphery of the prefabricated fountain basin 1 according to the embodiment of the present invention, and is arranged concentrically adjacent to the outer peripheral side of the first annular outer peripheral pond member 20. , is formed into a perfect circular ring shape with a substantially U-shaped longitudinal section, and in this embodiment, twelve sector-shaped blocks 31a...31l are liquid-tightly joined by a joining means to be described later. The height of the inner standing wall 32 is set lower than that of the outer standing wall 33, and a first
By placing the bottom outer peripheral edge 25 of the annular outer pond member 20, a configuration in which the first annular outer pond member 20 is stacked on the inner periphery upper part of the second annular outer circumferential pond member 30, that is, the first annular outer circumferential pond member 20 is achieved. The second annular outer circumferential pond member 30 is arranged so as to surround the outer circumferential side of the second annular outer circumferential pond member 30 and overlap in a step-like manner.
また、第1環状外周池部材20と第2環状外周
池部材30それぞれの内周起立壁22,32の上
端面22a,32aに規制突部2が形成され、こ
の規制突部2が中心池部材10の外周下縁部およ
び第1環状外周池部材20の外周下縁部にそれぞ
れ干渉して、半径方向の相対移動を規制してい
る。 Further, a regulating protrusion 2 is formed on the upper end surfaces 22a, 32a of the inner circumferential upright walls 22, 32 of the first annular outer circumferential pond member 20 and the second annular outer circumferential basin member 30, respectively, and this regulating protrusion 2 is formed in the central pond member. 10 and the outer circumferential lower edge of the first annular outer pond member 20, respectively, to restrict relative movement in the radial direction.
第3a図、第3b図は、中心池部材10を構成
する第1ブロツク12Aと第2ブロツク12Bの
接合手段、第1環状外周池部材20を構成する扇
形ブロツク21a…21f同志の接合手段および
第2環状外周池部材30を構成する扇形ブロツク
31a…31l同志の接合手段の一例を部分的に
示す横断平面図であり、該接合手段3は、第1、
第2ブロツク12A,12Bの接合面に沿つてイ
ンサート成形されたL形鋼(アングル)3A,3
Aおよび扇形ブロツク21a…21f,31a…
31lの接合面に沿つてインサート成形されたL
形鋼(アングル)3A,3Aと、これらL形鋼3
A,3A間と各ブロツクの接合面間に介装される
弾性シール部材3Bと、該弾性シール部材3Bを
介装した状態でL形鋼3A,3Aを着脱可能に一
体結合するボルトおよびナツトからなる締結部材
3Cによつて構成されている。 3a and 3b show the means for joining the first block 12A and the second block 12B constituting the central pond member 10, the means for joining the fan-shaped blocks 21a...21f constituting the first annular peripheral pond member 20, and the means for joining the first block 12A and the second block 12B constituting the central pond member 10, and 3 is a cross-sectional plan view partially showing an example of a joining means for connecting fan-shaped blocks 31a...31l constituting two annular outer circumferential pond members 30;
L-shaped steel (angle) 3A, 3 insert-molded along the joint surfaces of the second blocks 12A, 12B
A and fan-shaped blocks 21a...21f, 31a...
L insert molded along the joint surface of 31L
Shaped steel (angle) 3A, 3A and these L-shaped steel 3
From the elastic seal member 3B interposed between A and 3A and between the joint surfaces of each block, and the bolt and nut that removably connect the L-shaped steels 3A and 3A with the elastic seal member 3B interposed therebetween. It is configured by a fastening member 3C.
第1図および第2図において、第2環状外周池
部材30の内周起立壁32と外周起立壁33の下
部を貫通して第1送水系通路50Aと第2送水系
通路50Bが形成されるとともに、中心池部材1
0の底壁15を貫通して第3送水系通路50Cが
形成されている。そして、これら各送水系通路5
0A,50B,50Cは両端を開口したパイプを
インサート成形した構成になつており、第2送水
系通路50Bと第3送水系通路50Cは揚水管5
1を介して互いに連通している。したがつて、第
2環状外周池部材30に設置された循環ポンプ
(図示せず)の吐出口を第2送水系通路50Bの
出口に接続し、吐出口を中心池部材10内に開口
して、該循環ポンプを運転することによつて、後
述する給水系通路から第2環状外周池部材30に
供給された噴出用水は、中心池部材10、第1環
状外周池部材20、第2環状外周池部材30の経
路で循環される。 In FIGS. 1 and 2, a first water supply system passage 50A and a second water supply system passage 50B are formed by penetrating the lower portions of the inner peripheral standing wall 32 and the outer peripheral standing wall 33 of the second annular outer peripheral pond member 30. In addition, the center pond member 1
A third water supply system passage 50C is formed by penetrating the bottom wall 15 of 0. And each of these water supply system passages 5
0A, 50B, and 50C are insert-molded pipes with both ends open, and the second water supply system passage 50B and the third water supply system passage 50C are the pumping pipe 5.
They communicate with each other via 1. Therefore, the discharge port of a circulation pump (not shown) installed in the second annular outer peripheral pond member 30 is connected to the outlet of the second water supply system passage 50B, and the discharge port is opened in the central pond member 10. By operating the circulation pump, the jet water supplied to the second annular outer peripheral pond member 30 from the water supply system passage described later is distributed to the central pond member 10, the first annular outer peripheral pond member 20, and the second annular outer peripheral pond member. It is circulated along the path of the pond member 30.
また、第2環状外周池部材30の外周起立壁3
3の下部を貫通して第1送電系通路52Aが形成
されるとともに、内周起立壁32の下部を貫通し
て第2送電系通路52Bと第3送電系通路52C
が形成され、第1環状外周池部材20の底壁26
を貫通して第4送電系通路52Dと第5送電系通
路52Eが形成されており、第1環状外周池部材
20の内周起立壁22の下部を貫通して、第6送
電系通路52Fを形成してある。さらに、中心池
部材10の底壁15を貫通して第7送電系通路5
2Gが形成されている。そして、これら送電系通
路52A…52Gは、例えば両端を開口したコン
ジツトパイプをインサート成形した構成になつて
おり、第4a図に示すように、第2送電系通路5
2Bと第4送電系通路52Dは連結管53を介し
て互いに連通し、第4b図に示すように、第3送
電系通路52Cと第5送電系通路52Eは連結管
54を介して互いに連通するとともに、第6送電
系通路52Fと第7送電系通路52Gが連結管5
5を介して互いに連通している。また、第4、第
5および第7送電系通路52D,52E,52G
の上端部に立上り管56がそれぞれ接続されてい
る。したがつて、電力を供給する送電線、つまり
ケーブルを送電系通路52A…52Gおよび連結
管53…55に挿通し、かつ立上り管56の上端
開口から導出させることによつて、中心池部材1
0、第1環状外周池部材20および第2環状外周
池部材30に設置される循環ポンプや噴水ポンプ
(共に図示せず)に対して電気的に接続すること
ができる。 Further, the outer circumferential upright wall 3 of the second annular outer circumferential pond member 30
A first power transmission system passage 52A is formed by penetrating the lower part of the inner peripheral wall 32, and a second power transmission system passage 52B and a third power transmission system passage 52C are formed by penetrating the lower part of the inner peripheral standing wall 32.
is formed, and the bottom wall 26 of the first annular outer peripheral pond member 20
A fourth power transmission system passage 52D and a fifth power transmission system passage 52E are formed by penetrating through the lower part of the inner peripheral upright wall 22 of the first annular outer peripheral pond member 20, and a sixth power transmission system passage 52F is formed by penetrating the lower part of the inner circumferential upright wall 22 of the first annular outer peripheral pond member 20. It has been formed. Furthermore, the seventh power transmission system passage 5 passes through the bottom wall 15 of the central pond member 10.
2G has been formed. These power transmission system passages 52A...52G are, for example, insert-molded conduit pipes with both ends open, and as shown in FIG. 4a, the second power transmission system passages 5
2B and the fourth power transmission system passage 52D communicate with each other via a connecting pipe 53, and as shown in FIG. At the same time, the sixth power transmission system passage 52F and the seventh power transmission system passage 52G are connected to the connecting pipe 5.
They communicate with each other via 5. In addition, the fourth, fifth and seventh power transmission system passages 52D, 52E, 52G
A riser pipe 56 is connected to the upper end. Therefore, by inserting power transmission lines, that is, cables that supply electric power into the power transmission system passages 52A...52G and the connecting pipes 53...55, and leading them out from the upper end opening of the riser pipe 56, the central pond member 1
0. It can be electrically connected to a circulation pump or a fountain pump (both not shown) installed in the first annular outer circumferential pond member 20 and the second annular outer circumferential pond member 30.
さらに、中心池部材10の底壁15を貫通して
第1排水系通路57Aが形成され、第1環状外周
池部材20には、その内周起立壁22の上部を貫
通して第2排水系通路57Bが形成されるととも
に、底壁26を貫通して第3排水系通路57Cを
形成してある。そして、第2環状外周池部材30
の内周起立壁32の上部を貫通して第4排水系通
路57Dが形成されている。そして、これら排水
系通路57A…57Dはパイプをインサート成形
した構成になつており、第1排水系通路57Aと
第2排水系通路57Bが連結管58を介して互い
に連通し、第3排水系通路57Cと第4排水系通
路57Dが連結管59を介して連通し、第1およ
び第3排水系通路57A,57Cの上端開口部
は、常時止水栓61によつて開閉可能に閉成され
ている。したがつて、各止水栓61を開成するこ
とにより、中心池部材10、第1環状外周池部材
20および第2環状外周池部材30に貯留されて
いた噴水用水を排出することができ、これによつ
て噴水池1、循環用ポンプ、噴水用ポンプおよび
噴水ノズル等の保守点検に対応できる。 Furthermore, a first drainage system passage 57A is formed through the bottom wall 15 of the central pond member 10, and a second drainage system is formed in the first annular outer peripheral pond member 20 through the upper part of the inner peripheral upright wall 22. A passage 57B is formed, and a third drainage system passage 57C is formed by penetrating the bottom wall 26. Then, the second annular outer peripheral pond member 30
A fourth drainage system passage 57D is formed passing through the upper part of the inner circumferential standing wall 32. These drainage system passages 57A...57D have a structure in which pipes are insert-molded, and the first drainage system passage 57A and the second drainage system passage 57B communicate with each other via a connecting pipe 58, and form a third drainage system passage. 57C and a fourth drainage system passage 57D communicate with each other via a connecting pipe 59, and the upper end openings of the first and third drainage system passages 57A and 57C are always openably and closably closed by a water stop valve 61. There is. Therefore, by opening each stop valve 61, the fountain water stored in the central pond member 10, the first annular outer circumferential pond member 20, and the second annular outer circumferential pond member 30 can be discharged. This enables maintenance and inspection of the fountain pond 1, circulation pump, fountain pump, fountain nozzle, etc.
ボツクス62は、水および電力の供給媒体装置
として、噴水用水供給源63および電力供給源6
4と噴水池1との間において、例えば上部を地盤
4から露出させた状態で埋設配置される。そし
て、ボツクス62の内部は仕切壁62aによつて
2つに仕切られ、一方62Aに噴水池1の基準水
位を決定するオーバフロー機構65が収納され、
一方62Bに送電線接続機構66が収納されてい
る。 The box 62 serves as a water and power supply medium device, including a fountain water supply source 63 and a power supply source 6.
4 and the fountain pond 1, it is buried, for example, with the upper part exposed from the ground 4. The inside of the box 62 is divided into two parts by a partition wall 62a, and on the other hand, an overflow mechanism 65 for determining the reference water level of the fountain pond 1 is housed in 62A.
On the other hand, a power transmission line connection mechanism 66 is housed in 62B.
前記オーバフロー機構65はフロート65A、
水位の変動に伴うフロート65Aの上下動によつ
て開閉する弁65Bを開口端に取付けた給水管6
5Cおよびオーバフロー管65Dとからなる所謂
ボールタツプによつて構成され、給水管65Cは
給水系通路67を介して噴水用水供給源63に接
続されるとともに、オーバフロー管65Dは排水
管の機能を有すオーバフロー系通路68に接続さ
れている。また、ボツクス62の一方62Aが連
通管70を介して第1送水系通路50Aに連通し
ている。つまり、ボツクス62の内部と第2環状
外周池部材30の内部が連通状態にあり、したが
つて第2環状外周池部材30の最高水位はボツク
ス62のオーバフロー機構65におけるオーバフ
ロー管65Dによつて設定されるように構成され
ている。 The overflow mechanism 65 includes a float 65A,
Water supply pipe 6 with a valve 65B attached to the open end that opens and closes by the vertical movement of the float 65A as the water level fluctuates
5C and an overflow pipe 65D. It is connected to the system passage 68. Further, one side 62A of the box 62 communicates with the first water supply system passage 50A via a communication pipe 70. That is, the inside of the box 62 and the inside of the second annular outer pond member 30 are in communication, and therefore the highest water level of the second annular outer pond member 30 is set by the overflow pipe 65D in the overflow mechanism 65 of the box 62. is configured to be
ボツクス62の他方62Bに収納されている送
電線接続機構60は端子板によつて構成され、該
端子板は給電系配線71を介して電力供給源64
に電気的に接続され、前記一方62Aが連通管7
2を介して第1送電系通路52Aに連通してい
る。したがつて、ボツクス62の他方62Bにお
いて送電線接続機構66に接続された複数のケー
ブルは、仕切壁62aを液密に貫通して一方62
Aに至り、ここから連通管72と第1送電系通路
52Aを介して第2環状外周池部材30に導入さ
れ、この導入されたケーブルが前述のように送電
系通路52B…52G、連結管53…55および
立上り管56等を介して中心池部材10ならびに
第1環状外周池部材20に導入され、循環ポンプ
や噴水ポンプ等に対して電気的に接続されること
になる。 The power transmission line connection mechanism 60 housed in the other side 62B of the box 62 is constituted by a terminal board, and the terminal board is connected to the power supply source 62 via the power supply system wiring 71.
The one 62A is electrically connected to the communication pipe 7.
2 to the first power transmission system path 52A. Therefore, the plurality of cables connected to the power transmission line connection mechanism 66 at the other side 62B of the box 62 liquid-tightly penetrate the partition wall 62a and connect to the one side 62B.
A, and from there is introduced into the second annular outer peripheral pond member 30 via the communication pipe 72 and the first power transmission system passage 52A, and this introduced cable is connected to the power transmission system passages 52B...52G and the connecting pipe 53 as described above. ... 55 and the riser pipe 56, etc., into the central pond member 10 and the first annular outer peripheral pond member 20, and are electrically connected to a circulation pump, a fountain pump, etc.
前記構成において、送水系通路50A…50C
と排水系通路57A…57Cはともに両端を開口
したパイプを、中心池部材10、第1環状外周池
部材20および第2環状外周池部材30の壁部1
1,15,22,23,26,32,33,34
にインサート成形する簡単な工法によつて形成で
き、また送電系通路52A…52Gも両端を開口
したコンジツトパイプを前記壁部11,15,2
2,23,26,32,33,34にインサート
成形する簡単な工法によつて形成できる。そのた
めに、中心池部材10を構成する第1、第2ブロ
ツク12A,12B、第1環状外周池部材20を
構成する扇形ブロツク21a…21fおよび第2
環状外周池部材30を構成する扇形ブロツク31
a…31lにおいて、前述の通路50A…50
C,52A…52G,57A…57Eの形成を必
要とするブロツクを成型する場合、金型にパイプ
もしくはコンジツトパイプを予め取付けておけば
よいから、該通路成型用金型と、通路の形成を必
要としないブロツクの成型用金型の共通化を図る
ことができる。 In the above configuration, the water supply system passages 50A...50C
and the drainage system passages 57A...57C are pipes with both ends open, and are connected to the wall portion 1 of the center pond member 10, the first annular outer circumferential pond member 20, and the second annular outer circumferential pond member 30.
1, 15, 22, 23, 26, 32, 33, 34
The power transmission system passages 52A...52G can be formed by a simple method of insert molding into the walls 11, 15, 2 using conduit pipes with both ends open.
2, 23, 26, 32, 33, and 34 by a simple method of insert molding. For this purpose, the first and second blocks 12A, 12B constituting the central pond member 10, the fan-shaped blocks 21a...21f constituting the first annular peripheral pond member 20, and the second
Sector-shaped block 31 constituting the annular outer peripheral pond member 30
a...31l, the aforementioned passage 50A...50
When molding a block that requires the formation of passages C, 52A...52G, 57A...57E, it is sufficient to attach a pipe or conduit pipe to the mold in advance. It is possible to use common molds for molding blocks that are not required.
また、水および電力の供給媒体装置として、噴
水用水供給源63や電力供給源64と噴水池1と
の間に配置されるボツクス62の地盤4から露出
している部分の上面を、例えばベンチもしくは花
壇等に活用できるから、ボツクスの多目的使用化
が達成され、しかも噴水池1の周辺部の外観を向
上させることができる。 In addition, as a water and power supply medium device, the upper surface of the part of the box 62 that is placed between the fountain water supply source 63 or the power supply source 64 and the fountain pond 1 and which is exposed from the ground 4 may be used as a bench or a flowerbed. Since the box can be used for various purposes, the box can be used for multiple purposes, and the appearance of the surrounding area of the fountain pond 1 can be improved.
前記実施例では、構築および解体撤去が容易に
なされ、経済的に有利な噴水池1、即ち、複数の
ブロツクを一体結合した集合体によつて構築した
噴水池1について説明しているが、本考案は前記
実施例にのみ限定されるものではなく、現場打ち
によつて構築される構成の噴水池にも適用でき
る。即ち、この種の噴水池では、送水系通路50
A…50C、送電系通路52A…52Gおよび排
水系通路57A…57Cを形成するパイプならび
にコンジツトパイプ等を予め型枠に取付けておけ
ばよい。 In the above embodiment, the fountain pond 1 is explained which is easy to construct, disassemble and remove, and is economically advantageous, that is, the fountain pond 1 is constructed from an aggregate of a plurality of blocks integrally connected. The present invention is not limited to the above embodiments, but can also be applied to fountain ponds constructed by pouring on-site. That is, in this type of fountain pond, the water supply system passage 50
A...50C, pipes and conduit pipes forming the power transmission system passages 52A...52G and drainage system passages 57A...57C may be attached to the formwork in advance.
さらに、前記実施例では、中心池部材10の外
周側に二重の環状外周池部材、つまり第1環状外
周池部材20と第2環状外周池部材30を配置し
た構成の噴水池1に適用して説明しているが1つ
の池部材のみによつて構成された噴水池、中心池
部材10の外周側に第1環状外周池部材20を配
置した構成の噴水池、或いは中心池部材10の外
周側に三重以上の環状外周池部材を配置した構成
の噴水池に対して適用可能である。勿論、前記各
池部材10,20,30を実施例説明のように正
円形に形成する必要がなく、長円形、多角形等を
含む幾何学的形状で各池部材10,20,30を
形成してもよい。 Furthermore, in the embodiment, the fountain pond 1 is configured such that a double annular outer pond member, that is, a first annular outer circumferential pond member 20 and a second annular outer circumferential pond member 30 are arranged on the outer peripheral side of the central pond member 10. Although described above, there is a fountain configured with only one pond member, a fountain configured with the first annular outer peripheral pond member 20 disposed on the outer circumferential side of the central pond member 10, or a fountain configured with a triple pond on the outer circumferential side of the central pond member 10. It is applicable to a fountain pond having a structure in which the above-described annular outer circumferential pond member is arranged. Of course, it is not necessary to form each of the pond members 10, 20, 30 into a perfect circle as described in the embodiment, but each pond member 10, 20, 30 may be formed into a geometric shape including an oval, a polygon, etc. You may.
(考案の効果)
以上説明したように、本考案の噴水装置によれ
ば、噴水池の壁部を貫通して少なくとも1つの送
水系通路と送電系通路および排水系通路をそれぞ
れ形成し、前記噴水池の周辺部に当該噴水池の基
準水位を決定するオーバフロー機構を収納し、か
つ送電線接続機構を収納したボツクスが配置さ
れ、該ボツクスと噴水池それぞれの内部が前記送
水系通路と送電系通路を介して互いに連通される
とともに、前記ボツクスに給水系通路および給電
系配線を接続し、かつオーバフロー系通路を前記
ボツクスから導出した構成としているから、噴水
池に対して、水の飛散や自然蒸発等による水位の
低下を補うための給水機能、水位を一定に保つた
めのオーバフロー機能、保守点検等に際してなさ
れる排水機能および循環ポンプや噴水ポンプ駆動
用モータに電力を供給する送電機能等を確保させ
ることができることは勿論、これらの機能を発揮
させるために必要である送水系通路、送電系通路
および排水系通路等をきわめて簡単な工法によつ
て形成することができる。(Effects of the Invention) As explained above, according to the fountain device of the present invention, at least one water supply system passage, one power transmission system passage, and one drainage system passage are formed by penetrating the wall of the fountain pond, and A box housing an overflow mechanism for determining the reference water level of the fountain pond and a power transmission line connection mechanism is disposed in the periphery, and the insides of the box and the fountain pond are connected to each other via the water supply system passage and the power transmission system passage. At the same time, the water supply system passage and power supply system wiring are connected to the box, and the overflow system passage is led out from the box, so that the water level of the fountain pond does not drop due to water scattering or natural evaporation. Of course, it is possible to secure a water supply function to supplement the water level, an overflow function to maintain a constant water level, a drainage function for maintenance and inspection, and a power transmission function to supply power to the circulation pump and fountain pump drive motor. , water supply system passages, power transmission system passages, drainage system passages, etc., which are necessary to exhibit these functions, can be formed using extremely simple construction methods.
したがつて、複数のブロツクを一体結合した集
合体によつて構築される噴水池に前記通路を有す
るブロツクと通路を有さないブロツクを成型する
場合、成型金型の共通化を図ることができる。し
かも、通路を形成したブロツクにおける壁部の剛
性が低下しないので、運搬ならびに構築途中に加
わる振動や衝撃によつて破損するおそれがない。
また、現場打ちによつて構築される噴水池におい
ても簡単な工法によつて各通路を形成することが
でき、前記複数のブロツクを一体結合した集合体
によつて構築される噴水池および現場打ちによつ
て構築される噴水池共々ケーブルが全く露出しな
いので外観が向上するとともに、安全度が高くな
る。 Therefore, when molding blocks having passages and blocks having no passages in a fountain pond constructed from an aggregate of a plurality of blocks integrally connected, it is possible to use a common molding die. Furthermore, since the rigidity of the wall portion of the block forming the passage does not decrease, there is no risk of damage due to vibrations or shocks applied during transportation or construction.
In addition, each passage can be formed by a simple construction method even in a fountain pond constructed by casting on-site. Since the cables are not exposed at all in the fountain pond that is constructed, the appearance is improved and the safety level is also increased.
さらに、ボツクス自体をベンチまたは花壇とし
て活用できるので、ボツクスの多目的使用化が達
成されるとともに、噴水池周辺部の外観を向上さ
せることができる等の利点を有する。 Furthermore, since the box itself can be used as a bench or a flower bed, the box can be used for multiple purposes, and the appearance of the surrounding area of the fountain pond can be improved.
第1図は本考案の一実施例を示す平面図、第2
図は同縦断正面図、第3a図および第3b図は接
合手段の一例を示す横断平面図、第4a図は第1
図におけるa−a線に沿う縦断面図、第4b
図は第1図におけるb−b線に沿う縦断面
図、第5図は従来例の一部を示す概略平面図、第
6図は第5図における−線に沿う縦断面図、
第7図は同−線に沿う縦断面図、第8図は同
−線に沿う断面図である。
1……噴水池、11,15,22,23,2
6,32,33,34……壁部、50A…50C
……送水系通路、52A…52G……送電系通
路、57A…57C……排水系通路、60……ボ
ツクス、65……オーバフロー機構、66……送
電線接続機構、67……給水系通路、71……給
電系配線。
Figure 1 is a plan view showing one embodiment of the present invention;
The figure is a longitudinal sectional front view of the same, Figures 3a and 3b are cross-sectional plan views showing an example of the joining means, and Figure 4a is the first
Longitudinal cross-sectional view along line a-a in the figure, No. 4b
The figure is a longitudinal sectional view taken along line bb in Fig. 1, Fig. 5 is a schematic plan view showing a part of the conventional example, and Fig. 6 is a longitudinal sectional view taken along line - in Fig. 5.
FIG. 7 is a longitudinal sectional view taken along the same line, and FIG. 8 is a sectional view taken along the same line. 1... Fountain pond, 11, 15, 22, 23, 2
6, 32, 33, 34...Wall part, 50A...50C
...Water supply system passage, 52A...52G...Power transmission system passage, 57A...57C...Drainage system passage, 60...Box, 65...Overflow mechanism, 66...Power transmission line connection mechanism, 67...Water supply system passage, 71...Power supply system wiring.
Claims (1)
系通路と送電系通路および排水系通路がそれぞれ
形成され、前記噴水池の周辺部に当該噴水池の基
準水位を決定するオーバフロー機構を収納しかつ
送電線接続機構を収納したボツクスが配置され、
該ボツクスと噴水池それぞれの内部が前記送水系
通路と送電系通路を介して互いに連通されるとと
もに、前記ボツクスに給水系通路および給電系配
線が接続され、かつオーバフロー系通路が前記ボ
ツクスから導出されていることを特徴とする噴水
装置。 At least one water transmission system passage, a power transmission system passage, and a drainage system passage are each formed penetrating the wall of the fountain pond, and an overflow mechanism for determining a reference water level of the fountain pond is housed in the periphery of the fountain pond, and a power transmission line is connected. A box containing the mechanism is placed,
The insides of the box and the fountain basin are communicated with each other via the water supply system passage and the power transmission system passage, a water supply system passage and power supply system wiring are connected to the box, and an overflow system passage is led out from the box. A fountain device characterized by:
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP18681687U JPH043656Y2 (en) | 1987-12-07 | 1987-12-07 |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP18681687U JPH043656Y2 (en) | 1987-12-07 | 1987-12-07 |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH0192259U JPH0192259U (en) | 1989-06-16 |
JPH043656Y2 true JPH043656Y2 (en) | 1992-02-04 |
Family
ID=31478022
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP18681687U Expired JPH043656Y2 (en) | 1987-12-07 | 1987-12-07 |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH043656Y2 (en) |
-
1987
- 1987-12-07 JP JP18681687U patent/JPH043656Y2/ja not_active Expired
Also Published As
Publication number | Publication date |
---|---|
JPH0192259U (en) | 1989-06-16 |
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