JPH0577089U - Tank mount - Google Patents
Tank mountInfo
- Publication number
- JPH0577089U JPH0577089U JP015648U JP1564892U JPH0577089U JP H0577089 U JPH0577089 U JP H0577089U JP 015648 U JP015648 U JP 015648U JP 1564892 U JP1564892 U JP 1564892U JP H0577089 U JPH0577089 U JP H0577089U
- Authority
- JP
- Japan
- Prior art keywords
- parallel
- tank
- joists
- bottom wall
- cloth
- 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
Abstract
(57)【要約】
【目的】短期間で容易に製作でき、しかも熱による歪の
発生することがないタンクの架台を安価に提供する。
【構成】互いに平行に対向して配置された複数の布基礎
11上に、基礎ボルト12で固定され且つ複数本の形鋼
製の梁により井桁状に組み合わせられたタンクの架台5
aにおいて、布基礎11上面に直交して互いに平行に配
置させた複数本の直交主梁である大引6aと、この大引
6aの上面に布基礎11と平行に適宜間隔を設けて複数
の平行主梁である根太7を置き、大引6aと根太7とを
ボルト17cで締結固定した。
(57) [Summary] [Purpose] To provide at low cost a stand for a tank that can be easily manufactured in a short period of time and that is not distorted by heat. [Structure] A tank pedestal 5 fixed on foundation cloth bolts 12 on a plurality of cloth foundations 11 arranged in parallel and facing each other and combined in a cross beam shape by a plurality of shaped steel beams.
In a, a plurality of orthogonal main beams, which are orthogonal to the upper surface of the cloth foundation 11 and are arranged in parallel to each other, and a plurality of plurality of large main boards 6a are provided on the upper surface of the large draw 6a in parallel with the cloth foundation 11 at appropriate intervals. A joist 7, which is a parallel main beam, was placed, and the haul 6a and joist 7 were fastened and fixed with bolts 17c.
Description
【0001】[0001]
本考案は、タンク用架台に関し、特にその組合せ構造の改良に係わるものであ る。 The present invention relates to a tank mount, and more particularly to improvement of its combined structure.
【0002】[0002]
従来のタンクとしては、例えば1m×1mの方形に形成された受圧面の周縁に 接合縁を設け、FRP等の合成樹脂により一体成形させたパネルを、複数枚用い てパネルの接合縁同志をパッキングを介してボルト・ナットで接合し、タンクの 底壁、側壁および屋根をそれぞれ組み立てることにより、箱状体の容器を製作し ている。 特に飲料水を貯留するようにした専用のタンクにおいては、底壁の点検を容易 にするため、一般にコンクリ−トよりなる直方体の布基礎を地面上に2本以上互 いに平行に配置し、これら布基礎上面に鋼製の梁を掛渡して架台を構成するよう にしている。 As a conventional tank, for example, a joint edge is provided on the peripheral edge of a pressure receiving surface formed in a square of 1 m x 1 m, and a plurality of panels integrally molded with synthetic resin such as FRP are used to pack the joint edges of the panels. A box-shaped container is manufactured by joining the bottom wall, side wall, and roof of the tank by connecting them with bolts and nuts via the. Especially in a dedicated tank for storing drinking water, in order to facilitate inspection of the bottom wall, two or more rectangular parallelepiped cloth foundations, which are generally made of concrete, are placed on the ground in parallel with each other. Steel beams are hung on the upper surface of these cloth foundations to form a pedestal.
【0003】 以下、従来の架台の構造を図8ないし図12に基づいて説明すると、図8は従 来の架台5cの上にタンク1を据付けた状態を示す断面図であり、図9は架台5 cの斜視図である。図9において、架台5cの直交主梁8a,8bおよび補助梁 10a,10bは、底壁パネル14の接合縁の幅に合わせて互いに直交させ、井 桁状に組み立ててタンクの底壁3を支えるようにしている。The structure of a conventional pedestal will be described below with reference to FIGS. 8 to 12. FIG. 8 is a sectional view showing a state in which the tank 1 is installed on the conventional pedestal 5c, and FIG. 9 is a pedestal. 5c is a perspective view of FIG. In FIG. 9, the orthogonal main beams 8a, 8b and the auxiliary beams 10a, 10b of the gantry 5c are orthogonal to each other according to the width of the joint edge of the bottom wall panel 14, and are assembled in a cross beam shape to support the bottom wall 3 of the tank. I am trying.
【0004】 この架台5cを構成する鋼材は、3種類に大別することができる。すなわち、 布基礎11に対して直交して配置される溝形鋼である直交主梁8a,8bと、布 基礎11に対して平行に配置され架台5cの枠組材となる溝形鋼である平行主梁 9と、布基礎11に対して平行に配置される補助梁10a,10bである。The steel material forming the frame 5c can be roughly classified into three types. That is, the orthogonal main beams 8a and 8b, which are channel steels arranged orthogonally to the cloth foundation 11, and the channel steels which are arranged parallel to the cloth foundation 11 and serve as a frame member of the frame 5c. A main beam 9 and auxiliary beams 10a and 10b arranged parallel to the cloth foundation 11.
【0005】 ここで、一般に直交主梁8a,8bと、補助梁10a,10bは以下の方法で 締結されている。図9のA−A断面図である図10と図10のB矢視断面図の図 11を用いて以下説明する。 (1)直交梁8aの片側面及び直交主梁8bの両側面にボルト挿通孔を設けた 鋼板製のガセットプレ−ト13を直交して溶接し、(2)予め両端にボルト挿通 孔を設けた補助梁10a,10bのボルト挿通孔をガセットプレ−ト13のボル ト挿通孔と合わせて、ボルト17aにて締結固定されている。 直交主梁8a,8bと平行主梁9についてもこれと同様に溶接したガセットプ レ−トを介して締結されている。Here, generally, the orthogonal main beams 8a and 8b and the auxiliary beams 10a and 10b are fastened by the following method. This will be described below with reference to FIG. 10 which is a sectional view taken along the line AA of FIG. 9 and FIG. 11 which is a sectional view taken along the arrow B of FIG. (1) Bolt insertion holes are provided on one side surface of the orthogonal beam 8a and both side surfaces of the orthogonal main beam 8b Steel plate gusset plates 13 are orthogonally welded, and (2) Bolt insertion holes are provided at both ends in advance. The bolt insertion holes of the auxiliary beams 10a and 10b are aligned with the bolt insertion holes of the gusset plate 13 and fastened and fixed by bolts 17a. Similarly, the orthogonal main beams 8a and 8b and the parallel main beam 9 are also fastened via welded gusset plates.
【0006】[0006]
上記従来の架台には以下のような課題が有り、その改善が望まれていた。 (1)ガセットプレ−ト13の溶接作業により、直交主梁8a,8bや平行主梁 9に熱による歪が発生して、架台の形状が捩じれることによりタンクの底 壁3が歪んで、水漏れの原因となることがあった。 (2)ガセットプレ−ト13を溶接する作業は熟練を要し、また比較的汚れる作 業のため、作業者に嫌われることが多い。このため、作業者が不足して製 作に長時間を必要とする。 (3)水槽の底面の形状に応じて、その都度底面と同じ大きさの架台を製作する ため、煩雑な作業となり高価となる。 (4)図12に示すように、架台5c上で側壁パネル16下部と底壁パネル14 の直立接合縁とをボルト17bで締結しタンクを組み立てる際に、図9に 示すように布基礎11と平行主梁9の間に隙間がないので、架台の外側か ら平行主梁9の裏側、つまり内側に手を入れることができない。このため 、底壁パネル14と側壁パネル16を締結するボルト17bを締める際に 、ボルト締め付け作業が困難で多くの手間と時間がかかる。 The conventional pedestal has the following problems, and its improvement has been desired. (1) Due to the welding work of the gusset plate 13, distortion due to heat is generated in the orthogonal main beams 8a and 8b and the parallel main beam 9, and the bottom wall 3 of the tank is distorted due to the twisting of the shape of the gantry. This could cause a leak. (2) Since the work of welding the gusset plate 13 requires skill and is relatively dirty, it is often disliked by workers. Therefore, the number of workers is insufficient and it takes a long time for production. (3) Since a pedestal of the same size as the bottom is manufactured each time according to the shape of the bottom of the water tank, it is a complicated work and expensive. (4) As shown in FIG. 12, when the lower part of the side wall panel 16 and the upright joint edge of the bottom wall panel 14 are fastened with the bolts 17b on the frame 5c to assemble the tank, as shown in FIG. Since there is no gap between the parallel main beams 9, it is impossible to put a hand from the outside of the gantry to the back side of the parallel main beams 9, that is, the inside. For this reason, when tightening the bolts 17b that fasten the bottom wall panel 14 and the side wall panel 16, the bolt tightening work is difficult and takes a lot of time and effort.
【0007】 本考案は、上記課題に鑑みてなされたものであり、短期間で容易に製作でき、 しかも熱による歪の発生することがないタンクの架台を安価に提供することを目 的としたものである。The present invention has been made in view of the above problems, and an object thereof is to provide an inexpensive tank mount that can be easily manufactured in a short period of time and that is free from distortion due to heat. It is a thing.
【0008】[0008]
上記目的を達成するための本考案の構成を実施例に対応する図4を用いて説明 すると、本考案は、互いに平行に対向して配置された複数の布基礎(11)上に 、基礎ボルト(12)で固定され且つ複数本の形鋼製の梁により井桁状に組み合 わせられたタンクの架台(5a)において、布基礎(11)上面に直交して互い に平行に配置させた複数本の直交主梁である大引(6a)と、この大引(6a) の上面に布基礎(11)と平行に適宜間隔を設けて複数の平行主梁である根太( 7)を置き、大引(6a)と根太(7)とをボルト(17c)で締結固定した技 術手段を講じている。 The structure of the present invention for achieving the above object will be described with reference to FIG. 4 corresponding to an embodiment. The present invention shows that a plurality of cloth foundations (11) arranged in parallel and facing each other are provided with a foundation bolt. In the tank frame (5a) fixed by (12) and combined in a cross beam shape by a plurality of shaped steel beams, a plurality of tank bases (5a) arranged orthogonal to the upper surface of the cloth foundation (11) and parallel to each other. Placing Daihiki (6a), which is an orthogonal main beam of a book, and joists (7), which are multiple parallel main beams, on the upper surface of this Daihiki (6a) at appropriate intervals in parallel with the cloth foundation (11), A technical means is employed in which the Daihiki (6a) and the joist (7) are fastened and fixed with bolts (17c).
【0009】[0009]
溶接部をなくしボルト締結にするとともに、布基礎上面と架台外側の根太下 面との間に隙間を設ける。 The welded part is eliminated and bolts are fastened, and a gap is provided between the upper surface of the cloth foundation and the lower joist surface outside the gantry.
【0010】[0010]
以下、本考案の一実施例を図1乃至図7に基づいて説明する。 図1はこの考案に係わる架台5aの上にタンク1を据付けた状態を示す断面図 である。図1において、タンク1は、方形の受圧面の周縁に少なくとも直立接合 縁を設けFRP等の合成樹脂によって形成された複数のパネルを、直立接合縁同 志をパッキングを介してボルト.ナットで締結することにより底壁3、側壁4、 屋根2を形成して、箱状体の容器に組み立てたものである。5aはタンク1が据 付けられる架台で、架台5aは平行に立設させた布基礎11の上面に直交して配 置された複数本の直交主梁大引6aと、この大引6aの上面に布基礎11と平行 に配置された複数本の平行主梁である根太7とで組み合わされている。根太7は 底壁パネル10の長さと同じ間隔で平行に設置され、底壁パネル10の布基礎1 1と平行な直立接合縁の下面を支えている。 An embodiment of the present invention will be described below with reference to FIGS. FIG. 1 is a sectional view showing a state in which a tank 1 is installed on a mount 5a according to the present invention. In FIG. 1, a tank 1 includes a plurality of panels made of synthetic resin such as FRP, which are provided with at least an upright joint edge on the periphery of a rectangular pressure receiving surface, and the upright joint edges are bolted together by packing. The bottom wall 3, the side wall 4, and the roof 2 are formed by fastening them with nuts and assembled into a box-shaped container. 5a is a gantry on which the tank 1 is installed, and the gantry 5a is a plurality of orthogonal main beam girders 6a arranged orthogonally to the upper surface of the cloth foundation 11 erected in parallel, and the upper surface of the girder 6a. In addition, it is combined with the cloth foundation 11 and the joist 7 which is a plurality of parallel main beams arranged in parallel. The joists 7 are installed in parallel at the same intervals as the length of the bottom wall panel 10, and support the lower surface of the upright joint edge of the bottom wall panel 10 which is parallel to the cloth foundation 11.
【0011】 図4は図1の架台5aの斜視図であって、架台5aは布基礎11の上に基礎ボ ルト12で締結して取り付けられている。根太7は布基礎11と平行に配置され 、かつ大引6aの上面に複数のボルト17cで締結固定されている。これにより 、大引6aと根太7の締結には従来のガセットプレ−ト13及びガセットプレ− ト13の溶接が不要となっており、架台構造が簡単化されている。FIG. 4 is a perspective view of the gantry 5 a of FIG. 1, and the gantry 5 a is fastened and mounted on the cloth foundation 11 by the foundation bolt 12. The joists 7 are arranged parallel to the cloth foundation 11 and fastened and fixed to the upper surface of the haul 6a by a plurality of bolts 17c. As a result, welding of the conventional gusset plate 13 and the gusset plate 13 is not necessary for fastening the large pulling 6a and the joist 7, and the gantry structure is simplified.
【0012】 図2は他の実施例であり、根太7の間隔を第1図の間隔の半分にした本考案の 他の実施例を示す断面図である。即ち、根太7は底壁パネル10下方の布基礎1 1と平行な直立接合縁と直交する他の辺の直立接合縁の中央部を支えている。し たがって、底壁パネルの変形を防止することができる利点がある。FIG. 2 is a cross-sectional view showing another embodiment of the present invention in which the distance between the joists 7 is half the distance shown in FIG. That is, the joists 7 support the central portion of the upright joining edge of the other side orthogonal to the upright joining edge parallel to the cloth foundation 11 below the bottom wall panel 10. Therefore, there is an advantage that the deformation of the bottom wall panel can be prevented.
【0013】 図3はさらに他の実施例であり、図1の大引6cの上面に直接底壁パネル14 を載せたタンクの断面図である。図7は図3のc部を拡大した断面図であり、図 6は本考案の平行主梁の他の実施例である屈曲補強板15の斜視図である。以下 図6及び図7に基づき説明すると、底壁パネル14の大引6c間に跨った底壁パ ネル14の垂直接合縁に、少なくとも隣り合う2平面が直交しボルト挿通孔を有 するL形鋼の屈曲補強板15の1面を当接しボルトで締結するとともに、他の1 面を大引6cにボルト17dで締結固定している。図6において、L形鋼の屈曲 補強板15は直交する2平面の1面に底壁パネル14同志を締結するボルトの位 置に合わせたボルト挿通孔18aを設け、他の1面の両端に大引6cとの締結用 のボルト挿通孔18bが設けられている。FIG. 3 is a cross-sectional view of a tank in which the bottom wall panel 14 is directly placed on the upper surface of the large draw 6c of FIG. 1 according to still another embodiment. FIG. 7 is an enlarged cross-sectional view of portion c of FIG. 3, and FIG. 6 is a perspective view of a bending reinforcing plate 15 which is another embodiment of the parallel main beam of the present invention. Explaining below with reference to FIGS. 6 and 7, an L-shape having at least two adjacent planes orthogonal to each other and having a bolt insertion hole at a vertical joint edge of the bottom wall panel 14 that straddles between the large pulls 6c of the bottom wall panel 14. One surface of the steel bending reinforcing plate 15 is abutted and fastened with bolts, and the other one surface is fastened and fixed to the haul 6c with bolts 17d. In FIG. 6, the bending reinforcing plate 15 of L-shaped steel is provided with a bolt insertion hole 18a corresponding to the position of a bolt for fastening the bottom wall panel 14 to one surface of two planes orthogonal to each other, and at both ends of the other surface. A bolt insertion hole 18b for fastening with the large pull 6c is provided.
【0014】 図5は図3の架台5の斜視図であって、架台5bは布基礎11の上に基礎ボル ト12で締結して取り付けられている。大引6cは布基礎11と直交してかつ互 いに平行に配置されている。また、大引6cの上面には屈曲補強板15と締結す るためのボルト挿通孔18cが設けられている。平行主梁である屈曲補強板15 は底壁パネル14を補強すると同時に架台5bとボルトで締結することにより、 タンクに地震等の水平方向の荷重が加わった時に架台とずれるのを防止している ので、図には示していないが屈曲補強板15は、例えば図1の根太7を跨ぐ底壁 パネル14の垂直接合縁の側面と根太7の上面とをボルトで締結しても良い。FIG. 5 is a perspective view of the gantry 5 of FIG. 3, and the gantry 5b is fastened and attached to the cloth foundation 11 by the foundation bolts 12. The large pulls 6c are arranged orthogonal to the cloth foundation 11 and parallel to each other. Further, a bolt insertion hole 18c for fastening with the bending reinforcing plate 15 is provided on the upper surface of the large pull 6c. The bending reinforcement plate 15 which is a parallel main beam reinforces the bottom wall panel 14 and at the same time fastens it to the pedestal 5b with bolts, thereby preventing the tank from being displaced from the pedestal when a horizontal load such as an earthquake is applied to the tank. Therefore, although not shown in the drawing, the bending reinforcing plate 15 may be fastened with a bolt between the side surface of the vertical joint edge of the bottom wall panel 14 straddling the joist 7 in FIG. 1 and the upper surface of the joist 7, for example.
【0015】[0015]
本考案は、上記構成よりなるので、下記の効果を奏するものである。 (1)ガセットプレ−トの溶接作業の熱による歪の発生がなくなり、架台の捩じ れによるタンクの底壁からの水漏れがなくなった。 (2)溶接作業がなくボルト締結のみなので、短期間で容易に製作ができるとと もに、予め任意の大きさの大引、根太を製作して在庫させておくことができ、ま た大引、根太を組み合わせることにより任意の大きさの架台を作ることができる ので、架台の納期を大幅に短縮させることができるとともに安価に提供できる。 (3)補助梁の下面と布基礎との間に隙間を設けたので、この隙間から、手を入 れてタンク下部と架台とを組み立てることができ、組立て時間を従来に比べ短縮 させることができる。 Since the present invention has the above-mentioned configuration, it has the following effects. (1) Distortion due to heat during welding of the gusset plate was eliminated, and water leakage from the bottom wall of the tank due to twisting of the gantry was eliminated. (2) Since there is no welding work and only bolt fastening, it is possible to easily manufacture in a short period of time, and it is possible to manufacture and store in advance large sized pullouts and joists of any size. Since it is possible to make a cradle of any size by combining pulls and joists, it is possible to greatly reduce the delivery time of the cradle and provide it at low cost. (3) Since a gap is provided between the lower surface of the auxiliary beam and the cloth foundation, the lower part of the tank and the gantry can be assembled from this gap, and the assembly time can be shortened compared with the conventional method. it can.
【図1】本考案の実施例を示す架台とタンクを示す全体
断面図。FIG. 1 is an overall sectional view showing a gantry and a tank according to an embodiment of the present invention.
【図2】本考案の実施例を示す架台とタンクを示す全体
断面図。FIG. 2 is an overall sectional view showing a gantry and a tank showing an embodiment of the present invention.
【図3】本考案の実施例を示す架台とタンクを示す全体
断面図。FIG. 3 is an overall sectional view showing a gantry and a tank showing an embodiment of the present invention.
【図4】図1の架台を示す斜視図。FIG. 4 is a perspective view showing the frame of FIG.
【図5】図3の架台を示す斜視図。5 is a perspective view showing the frame of FIG.
【図6】本考案の屈曲補強板を示す斜視図。FIG. 6 is a perspective view showing a bending reinforcing plate of the present invention.
【図7】図3のC部拡大断面図。FIG. 7 is an enlarged sectional view of a C part of FIG.
【図8】従来の実施例を示す架台とタンクを示す全体断
面図。FIG. 8 is an overall cross-sectional view showing a gantry and a tank showing a conventional embodiment.
【図9】図3の架台を示す斜視図。9 is a perspective view showing the frame of FIG.
【図10】図9のAーA断面図。10 is a cross-sectional view taken along the line AA of FIG.
【図11】図10のB方向矢視図。11 is a view on arrow B in FIG.
【図12】図8のD部拡大断面図。FIG. 12 is an enlarged sectional view of a D part of FIG.
1.タンク 2.屋根 3.底壁 4.側壁 5.架台 6a、6b、
6c.大引 7.根太 8a、8b.
直交主梁 9.平行主梁 10.補助梁 11.布基礎 12.基礎ボ
ルト 13.ガセットプレート 14.底壁パ
ネル 15.屈曲補強板 16.側壁パ
ネル 17a、17b、17c、17d.ボルト 18a、18b、18c.ボルト挿通孔1. Tank 2. Roof 3. Bottom wall 4. Side wall 5. Gantry 6a, 6b,
6c. Daihiki 7. Joists 8a, 8b.
Orthogonal main beam 9. Parallel main beam 10. Auxiliary beam 11. Cloth foundation 12. Foundation bolt 13. Gusset plate 14. Bottom wall panel 15. Bending reinforcing plate 16. Side wall panels 17a, 17b, 17c, 17d. Bolts 18a, 18b, 18c. Bolt insertion hole
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【手続補正書】[Procedure amendment]
【提出日】平成4年12月15日[Submission date] December 15, 1992
【手続補正1】[Procedure Amendment 1]
【補正対象書類名】図面[Document name to be corrected] Drawing
【補正対象項目名】全図[Correction target item name] All drawings
【補正方法】変更[Correction method] Change
【補正内容】[Correction content]
【図10】 [Figure 10]
【図11】 FIG. 11
【図1】 [Figure 1]
【図2】 [Fig. 2]
【図6】 [Figure 6]
【図12】 [Fig. 12]
【図3】 [Figure 3]
【図4】 [Figure 4]
【図5】 [Figure 5]
【図7】 [Figure 7]
【図8】 [Figure 8]
【図9】 [Figure 9]
Claims (3)
布基礎上に、基礎ボルトで固定され且つ複数本の形鋼製
の梁により井桁状に組み合わせられたタンクの架台にお
いて、布基礎上面に直交して互いに平行に配置させた複
数本の大引と、この大引の上面に布基礎と平行に適宜間
隔を設けて複数の根太を置き、大引と根太とをボルトで
締結固定したことを特長とするタンクの架台。1. An upper surface of a cloth foundation in a tank frame fixed on a plurality of cloth foundations arranged parallel to each other in parallel with each other and combined in a cross beam shape by a plurality of shaped steel beams. , And a plurality of daihiki arranged in parallel to each other, and a plurality of joists placed on the upper surface of the daihiki in parallel with the cloth foundation at appropriate intervals, and the daihiki and joists are fastened and fixed with bolts. A stand for a tank that features that.
底壁パネルの垂直接合縁の長さの約半分の長さであるこ
とを特徴とする請求項1記載のタンクの架台。2. The tank pedestal according to claim 1, wherein an interval between the joists of the gantry is about half a length of a vertical joining edge of the bottom wall panel parallel to the joists.
の垂直接合縁とが、少なくとも隣り合う2平面が直交し
ボルト挿通孔を有する断面略L字状の屈曲補強板15を
介して相互ボルトで締結したことを特長とする請求項1
記載のタンクの架台。3. A bending reinforcing plate 15 having a substantially L-shaped cross section, in which at least two adjacent planes are orthogonal to each other at an upper surface of the joist and a vertical joint edge of a bottom wall panel extending between the joists, and which has a bolt insertion hole. Claim 1 characterized by being fastened with mutual bolts.
The mount for the listed tank.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP015648U JPH0577089U (en) | 1992-03-25 | 1992-03-25 | Tank mount |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP015648U JPH0577089U (en) | 1992-03-25 | 1992-03-25 | Tank mount |
Publications (1)
Publication Number | Publication Date |
---|---|
JPH0577089U true JPH0577089U (en) | 1993-10-19 |
Family
ID=11894543
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP015648U Pending JPH0577089U (en) | 1992-03-25 | 1992-03-25 | Tank mount |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH0577089U (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR20220036510A (en) * | 2020-09-16 | 2022-03-23 | 주식회사 엔케이 | Manufacturing method of foam tank system and foam tank system assembled thereby |
Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS5735294B2 (en) * | 1973-11-02 | 1982-07-28 | ||
JPS628993B2 (en) * | 1981-07-23 | 1987-02-25 | Fuiritsupusu Furuuiranpenfuaburiken Nv | |
JPS628992B2 (en) * | 1978-04-26 | 1987-02-25 | Nippon Television Ind Corp |
-
1992
- 1992-03-25 JP JP015648U patent/JPH0577089U/en active Pending
Patent Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS5735294B2 (en) * | 1973-11-02 | 1982-07-28 | ||
JPS628992B2 (en) * | 1978-04-26 | 1987-02-25 | Nippon Television Ind Corp | |
JPS628993B2 (en) * | 1981-07-23 | 1987-02-25 | Fuiritsupusu Furuuiranpenfuaburiken Nv |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR20220036510A (en) * | 2020-09-16 | 2022-03-23 | 주식회사 엔케이 | Manufacturing method of foam tank system and foam tank system assembled thereby |
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