JP2587866Y2 - Tank mount - Google Patents

Tank mount

Info

Publication number
JP2587866Y2
JP2587866Y2 JP1992015647U JP1564792U JP2587866Y2 JP 2587866 Y2 JP2587866 Y2 JP 2587866Y2 JP 1992015647 U JP1992015647 U JP 1992015647U JP 1564792 U JP1564792 U JP 1564792U JP 2587866 Y2 JP2587866 Y2 JP 2587866Y2
Authority
JP
Japan
Prior art keywords
foundation
tank
bolt
fixed
web
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
Application number
JP1992015647U
Other languages
Japanese (ja)
Other versions
JPH0577093U (en
Inventor
正之 久保田
仁男 武田
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Showa Denko Materials Co Ltd
Original Assignee
Hitachi Chemical Co Ltd
Showa Denko Materials Co Ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Hitachi Chemical Co Ltd, Showa Denko Materials Co Ltd filed Critical Hitachi Chemical Co Ltd
Priority to JP1992015647U priority Critical patent/JP2587866Y2/en
Publication of JPH0577093U publication Critical patent/JPH0577093U/en
Application granted granted Critical
Publication of JP2587866Y2 publication Critical patent/JP2587866Y2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Description

【考案の詳細な説明】[Detailed description of the invention]

【0001】[0001]

【産業上の利用分野】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.
In particular, it relates to the improvement of the combination structure.

【0002】[0002]

【従来の技術】従来のタンクとしては、例えば1m×1
mの方形に形成された受圧面の周縁に接合縁を設け、F
RP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。
2. Description of the Related Art As a conventional tank, for example, 1 m × 1
m, a joining edge is provided on the periphery of the pressure receiving surface formed in a square,
Using a plurality of panels integrally molded from synthetic resin such as RP, the joining edges of the panels are joined together with bolts and nuts via packing using a plurality of panels, and the bottom wall, side walls and roof of the tank are assembled to form a box. We make body containers. In particular, in a dedicated tank for storing drinking water, in order to facilitate inspection of the bottom wall, generally two or more rectangular parallelepiped cloth foundations made of concrete are arranged on the ground in parallel with each other. The gantry is constructed by hanging steel beams on the upper surface of the foundation.

【0003】以下、従来の架台の構造を図8ないし図1
2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5c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。
FIGS. 8 to 1 show the structure of a conventional gantry.
2 is a sectional view showing a state where the tank 1 is installed on a conventional gantry 5c, and FIG. 9 is a perspective view of the gantry 5c. In FIG. 9, the orthogonal main beams 8a and 8b and the auxiliary beams 10a and 10b of the gantry 5c are orthogonal to each other in accordance with the width of the joining edge of the bottom wall panel 14, and are assembled in a crossbeam to support the bottom wall 3 of the tank. I have to.

【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。
[0004] The steel material constituting the gantry 5c can be roughly classified into three types. That is, orthogonal main beams 8a and 8b which are channel steels arranged orthogonally to the cloth foundation 11
A parallel main beam 9 which is a channel steel which is arranged in parallel with the cloth foundation 11 and serves as a frame material of the gantry 5c; and auxiliary beams 10a and 10b which are arranged in parallel with 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)直交主梁8b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
挿通孔に合わせて、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, the orthogonal main beams 8a, 8b and the auxiliary beams 10a, 10b are generally fastened by the following method. This will be described below with reference to FIG. 10 which is a cross-sectional view taken along the line AA of FIG. 9 and FIG. 11 which is a cross-sectional view taken along the arrow B of FIG. (1) A gusset plate 13 made of a steel plate having bolt insertion holes provided on one side surface of the orthogonal main beam 8b and both side surfaces of the orthogonal main beam 8b is orthogonally welded,
(2) Auxiliary beams 10a provided with bolt insertion holes at both ends in advance,
The bolt insertion holes 10b are aligned with the bolt insertion holes of the gusset plate 13 and fastened and fixed with bolts 17a. The orthogonal main beams 8a and 8b and the parallel main beam 9 are similarly fastened via welded gusset plates.

【0006】[0006]

【考案が解決しようとする課題】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1
6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1
6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。
Problems to be Solved by the Invention There are the following problems in the above-mentioned conventional gantry, and improvement thereof has been desired. (1) Due to the welding work of the gusset plate 13, heat is generated in the orthogonal main beams 8a and 8b and the parallel main beam 9 by heat, and the shape of the gantry is twisted, so that the bottom wall 3 of the tank is distorted, and May cause leakage. (2) The work of welding the gusset plate 13 requires skill and is relatively dirty, and is often disliked by workers. For this reason, there is a shortage of workers and a long time is required for production. (3) Each time a gantry having the same size as the bottom surface is manufactured according to the shape of the bottom surface of the water tank, the operation becomes complicated and expensive. (4) As shown in FIG. 12, the side wall panel 1 on the gantry 5c
6 and the upright joint edge of the bottom wall panel 14
When assembling the tank by fastening, there is no gap between the cloth foundation 11 and the parallel main beam 9, as shown in FIG. Can not. For this reason, the bottom wall panel 14 and the side wall panel 1
When tightening the bolt 17b for fastening the bolt 6, the bolt fastening operation is difficult, and much labor and time are required.

【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 has as its object to provide an inexpensive tank base that can be easily manufactured in a short period of time and that does not generate distortion due to heat. It is.

【0008】[0008]

【課題を解決するための手段】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2、3及び7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)上面に予めウエッブ部(20)にボルト挿通孔
を設けた複数本の直交主梁(8c)を布基礎(11)と
直交させて互いに平行に配置し、この直交主梁(8c)
の対向するウエッブ部(20)間に両端に折曲片(1
9)を設けたユニット補助梁(6a)を配置するととも
に、対向する直交主梁(8c)のウエッブ部(20)と
ユニット補助梁(6a)の両端折曲片(19)とをボル
ト(17c)で締結固定し、前記ユニット補助梁(6
a)が、その両端折曲片(19)を除く両端の垂直面に
ボルト挿通孔(18a)を有し、該ボルト挿通孔(18
a)と布基礎(11)とを断面略L字状の基礎ボルト固
定板7を介して締結した技術手段を講じている。
The configuration of the present invention for achieving the above object will be described with reference to FIGS. 2, 3 and 7 corresponding to the embodiments. On a plurality of cloth foundations (11), foundation bolts (12)
In the gantry (5a) of the tank fixed by the above and combined in a cross-girder shape by a plurality of beams made of shaped steel, a plurality of bolts in which bolt holes are provided in the web portion (20) in advance on the upper surface of the cloth base (11). The orthogonal main beam (8c) is arranged orthogonal to the cloth foundation (11) and parallel to each other.
Between the opposed web portions (20) of the
In addition to disposing the unit auxiliary beam (6a) provided with 9), the web portion (20) of the opposed orthogonal main beam (8c ) and the both ends bent piece (19) of the unit auxiliary beam (6a) are bolted (17c). ) To secure the unit auxiliary beam (6).
a) is on the vertical surface at both ends except for the bent piece at both ends (19).
A bolt insertion hole (18a) is provided.
a) and the cloth foundation (11) are fixed to a foundation bolt having a substantially L-shaped cross section.
The technical means fastened through the plate 7 is taken.

【0009】[0009]

【作用】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補助梁下面との間に隙間を設け
る。
The present invention eliminates the welded portion and tightens the bolts, and provides a gap between the upper surface of the cloth foundation and the lower surface of the auxiliary beam outside the gantry.

【0010】[0010]

【実施例】以下、本考案の一実施例を図1乃至図6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。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS One 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 gantry 5a according to the present invention. In FIG. 1, a tank 1 has a plurality of panels formed of a synthetic resin such as FRP with at least an upright joining edge provided on a peripheral edge of a rectangular pressure receiving surface. The bottom wall 3, the side wall 4, and the roof 2 are formed by fastening with nuts, and assembled into a box-shaped container.

【0011】5aはタンク1が据付けられる架台で、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
8cと、この直交主梁8cのウエッブ20面にユニ
ット補助梁6をボルトにて直交主梁8cと直交させて
締結している。架台5aは直交主梁8cとユニット補
助梁6とで底壁パネル14の垂直接合縁に沿わせて、
井桁状に組み合わされている。
Reference numeral 5a denotes a gantry on which the tank 1 is installed, and a plurality of orthogonal main beams 8c arranged orthogonally to the upper surface of the cloth foundation 11, and a unit auxiliary beam 6 provided on the surface of the web portion 20 of the orthogonal main beam 8c. a is orthogonally fastened to the orthogonal main beam 8c with a bolt. Pedestal 5a is placed along the vertical junction edges of the bottom panel 14 at the orthogonal main beam 8c and the unit auxiliary beam 6 a,
They are combined in a girder shape.

【0012】本考案のユニット補助梁6は、図3に示
すように、隣合う3平面が互いに直交する断面コ字状の
溝形鋼であり、溝形鋼の垂直の中央平面部は対向する上
下の水平な2平面部より長手方向に延長され、この延長
した部分を溝形と直交する方向に折り曲げて折曲片(1
9)を形成し、両端の折曲片(19)に各々2個のボル
ト挿通孔18aを設けている。ここでボルト挿通孔18
aは本実施例では2個としているが、例えば摩擦接合用
高力ボルト等の強度の強いボルトを使用すると1個とし
ても良い。また、図3のユニット補助梁6の断面形状
は溝形にして、上下対称としているが、底壁パネル14
(図1参照)の垂直接合縁端部が当接する水平面と
の水平面に直交する垂直面の2面の断面L字状の形状
としても良い。
[0012] Unit auxiliary beam 6 a of the present invention, as shown in FIG. 3, a U-shaped cross section channel steel adjacent three planes are perpendicular to each other, the central planar portion of the vertical channel steel is facing The upper and lower horizontal plane portions are extended in the longitudinal direction, and the extended portion is bent in a direction perpendicular to the groove to form a bent piece (1).
9) is formed, and two bolt insertion holes 18a are provided in each of the bent pieces (19) at both ends. Here, bolt insertion hole 18
Although a is two in this embodiment, it may be one if a strong bolt such as a high-strength bolt for friction joining is used. The cross-sectional shape of the unit auxiliary beam 6 a in FIG. 3 in the groove shape, although vertically symmetrical, the bottom wall panel 14
Vertical junction edges (see FIG. 1) is abutting the horizontal plane, it may be an L-shape with two sides of the vertical plane perpendicular to the horizontal plane.

【0013】図2は図1に示す架台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。ユニット補助梁6aは直交
主梁8cのウエッブ20面にボルトで挿通固定され
ている。これにより、直交主梁8cとユニット補助梁6
aの締結にはガゼットプレート13(図10参照)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. 2 is a perspective view of the gantry 5a shown in FIG. 1 , and the gantry 5a is mounted on a cloth foundation 11 by fastening with foundation bolts 12. The unit auxiliary beam 6a is inserted and fixed to the surface of the web portion 20 of the orthogonal main beam 8c with a bolt. Thereby, the orthogonal main beam 8c and the unit auxiliary beam 6
The welding of the gusset plate 13 (see FIG. 10) is not required for the fastening of a, and the gantry structure is simplified.

【0014】図5は他の実施例であり、図6は図5のC
部詳細である。また、図7は図6のD矢視断面図であ
り、図4はこの実施例に用いるユニット補助梁6bの斜
視図である。
FIG. 5 shows another embodiment, and FIG.
Details of the section. FIG. 7 is a sectional view taken along the arrow D in FIG. 6, and FIG. 4 is a perspective view of a unit auxiliary beam 6b used in this embodiment.

【0015】図4において、ユニット補助梁6bの両端
折曲片19を除く溝形断面形状の長手方向本体の両端に
は、ボルト挿通孔18bを設けている。また、図6、図
7において、隣合う直交した2平面の各面にボルト挿通
孔を設けて断面略L字状の基礎ボルト固定板7を形成
し、この基礎ボルト固定板7の一面をユニット補助梁6
の垂直面に当ててボルト17cにて挿通固定し、また、
他の1面を布基礎11の上面に当てて基礎ボルト12で
挿通固定している。
In FIG. 4, a bolt insertion hole 18b is provided at each end of the longitudinal main body having a groove-shaped cross section excluding the bent pieces 19 at both ends of the unit auxiliary beam 6b. 6 and 7, a bolt insertion hole is provided in each of two adjacent orthogonal planes to form a base bolt fixing plate 7 having a substantially L-shaped cross section. One surface of the base bolt fixing plate 7 is a unit. Auxiliary beam 6
And fixed with bolts 17c.
The other surface is brought into contact with the upper surface of the cloth foundation 11 and inserted and fixed with the foundation bolt 12.

【0016】尚、上記実施例において、架台は基礎ボル
ト固定板を介して布基礎に締結されているので、タンク
に地震等の水平方向の荷重が加わった時に布基礎と架台
とがずれるのを防止できる利点がある。この基礎ボルト
固定板は図には示していないが、直交主梁8cのウエッ
部の面にボルト挿通孔を設けて、直交主梁とボルトで
挿通固定しても良い。また、基礎ボルトの本数を増加さ
せたいときには、ユニット補助梁の適宜位置にボルト挿
通孔を設け、基礎ボルト固定板を介して容易に取付でき
る利点がある。
In the above embodiment, the base is fastened to the cloth base via the base bolt fixing plate, so that the base and the base are displaced when a horizontal load such as an earthquake is applied to the tank. There is an advantage that can be prevented. Although this base bolt fixing plate is not shown in the figure, a bolt insertion hole may be provided on the surface of the web portion of the orthogonal main beam 8c, and the orthogonal main beam 8c may be inserted and fixed by the bolt. Further, when it is desired to increase the number of foundation bolts, a bolt insertion hole is provided at an appropriate position of the unit auxiliary beam, and there is an advantage that the bolt can be easily attached via the foundation bolt fixing plate.

【0017】[0017]

【考案の効果】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直交
主梁、ユニット補助梁を製作して在庫させておくことが
でき、また直交主梁、ユニット補助梁を組み合わせるこ
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。
[Effects of the Invention] The present invention has the above-mentioned structure and has the following effects. (1) The generation of distortion due to heat during welding of the gusset plate has been eliminated, and the leakage of water from the bottom wall of the tank due to the torsion of the gantry has been eliminated. (2) Since there is no welding work and only bolt fastening, it can be easily manufactured in a short period of time. In addition, orthogonal main beams and unit auxiliary beams of any size can be manufactured and stocked in advance. Since a frame of any size can be made by combining beams and unit auxiliary beams,
The delivery time of the gantry can be greatly reduced and can be provided at a low cost. (3) Since a gap is provided between the lower surface of the auxiliary beam and the cloth foundation, it is possible to assemble the lower part of the tank and the gantry by inserting a hand from this gap, and it is possible to shorten the assembling time as compared with the conventional case. .

【図面の簡単な説明】[Brief description of the drawings]

【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 showing an embodiment of the present invention.

【図2】本考案の実施例を示す布基礎と架台とを示す全
体斜視図。
FIG. 2 is an overall perspective view showing a cloth base and a gantry showing an embodiment of the present invention.

【図3】本考案の実施例のユニット補助梁を示す全体斜
視図。
FIG. 3 is an overall perspective view showing a unit auxiliary beam according to the embodiment of the present invention;

【図4】本考案の他の実施例のユニット補助梁を示す全
体斜視図。
FIG. 4 is an overall perspective view showing a unit auxiliary beam according to another embodiment of the present invention.

【図5】本考案の他の実施例を示す全体断面図。FIG. 5 is an overall sectional view showing another embodiment of the present invention.

【図6】図5のC部拡大断面図。FIG. 6 is an enlarged sectional view of a portion C in FIG. 5;

【図7】図6のD方向矢視図。FIG. 7 is a view as seen in the direction of arrow D in FIG. 6;

【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 sectional view showing a gantry and a tank showing a conventional embodiment.

【図9】図9の架台と布基礎とを示す斜視図。FIG. 9 is a perspective view showing a gantry and a cloth base of FIG. 9;

【図10】図9のAーA断面図。FIG. 10 is a sectional view taken along line AA of FIG. 9;

【図11】図10のB方向矢視図。11 is a view as seen in the direction of arrow B in FIG. 10;

【図12】図8のE部拡大断面図。FIG. 12 is an enlarged sectional view of a portion E in FIG. 8;

【符号の説明】[Explanation of symbols]

1.タンク 2.屋根 3.底壁 4.側壁 5a、5b、5c.架台 6、6a、6
b.ユニット補助梁 7.基礎ボルト固定板 8b、8c.
直交主梁 9.平行主梁 10a、10
b.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.外補強 16.側壁パ
ネル 17a、17b、17c、17d.ボルト 18a、18b、ボルト挿通孔 19.折曲片 20.ウエ
ッブ部
1. Tank 2. Roof 3. Bottom wall 4. Side walls 5a, 5b, 5c. Stand 6, 6a, 6
b. 6. Unit auxiliary beam Base bolt fixing plate 8b, 8c.
Orthogonal main beam 9. Parallel main beam 10a, 10
b. Auxiliary beam 11. Cloth foundation 12. Foundation bolt 13. Gusset plate 14. Bottom wall panel 15. External reinforcement 16. Side wall panels 17a, 17b, 17c, 17d. 18. Bolts 18a, 18b, bolt insertion holes Folded piece 20. Web section

───────────────────────────────────────────────────── フロントページの続き (58)調査した分野(Int.Cl.6,DB名) B65D 90/12 E02D 27/00,27/08 E02D 27/38 E04H 7/00,7/32──────────────────────────────────────────────────続 き Continued on the front page (58) Field surveyed (Int.Cl. 6 , DB name) B65D 90/12 E02D 27 / 00,27 / 08 E02D 27/38 E04H 7 / 00,7 / 32

Claims (2)

(57)【実用新案登録請求の範囲】(57) [Scope of request for utility model registration] 【請求項1】 互いに平行に対向して配置された複数の
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、布基礎上面に予めウエッブ部にボルト挿通孔を設
けた複数本の直交主梁を布基礎と直交させて互いに平行
に配置し、この直交主梁の対向するウエッブ部間に両端
に折曲片を設けたユニット補助梁を配置するとともに、
対向する直交主梁のウエッブ部とユニット補助梁の両端
折曲片とをボルトで締結固定し、前記ユニット補助梁
が、その両端折曲片を除く両端の垂直面にボルト挿通孔
を有し、該ボルト挿通孔と布基礎とを断面略L字状の基
礎ボルト固定板を介して締結したことを特徴とするタン
クの架台。
1. A gantry for a tank, which is fixed on a plurality of cloth foundations arranged in parallel and opposed to each other by foundation bolts and is combined in a cross-girder manner by a plurality of shaped steel beams, comprises: A unit in which a plurality of orthogonal main beams having bolt insertion holes formed in advance in a web portion are arranged in parallel with each other so as to be orthogonal to the cloth foundation, and bent pieces are provided at both ends between opposed web portions of the orthogonal main beam. Along with placing the auxiliary beam,
Opposite orthogonal main beam web section and both ends of unit auxiliary beam
The bent piece is fastened and fixed with bolts, and the unit auxiliary beam is fixed.
However, bolt insertion holes are formed in the vertical surfaces at both ends except the bent pieces at both ends.
And the bolt insertion hole and the cloth foundation are
A gantry for a tank, which is fastened via a foundation bolt fixing plate .
【請求項2】 互いに平行に対向して配置された複数の
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、布基礎上面に予めウエッブ部にボルト挿通孔を設
けた複数本の直交主梁を布基礎と直交させて互いに平行
に配置し、この直交主梁の対向するウエッブ部間に両端
に折曲片を設けたユニット補助梁を配置するとともに、
対向する直交主梁のウエッブ部とユニット補助梁の両端
折曲片とをボルトで締結固定し、前記ユニット補助梁
が、その両端折曲片を除く両端の垂直面にボルト挿通孔
を有し、該ボルト挿通孔と直交主梁のウエッブ部とを断
面略L字状の基礎ボルト固定板を介して締結したことを
特徴とするタンクの架台。
2. A plurality of which are arranged parallel to face each other
On a fabric foundation, it is fixed with foundation bolts and made of multiple shaped steel
Of the tank combined in a girder form with beams
Bolt holes in the web in advance on the upper surface of the cloth foundation.
The beams are perpendicular to the fabric foundation and are parallel to each other.
Between the opposing web sections of this orthogonal main beam
In addition to placing a unit auxiliary beam with bent pieces on
Opposite orthogonal main beam web section and both ends of unit auxiliary beam
The bent piece is fastened and fixed with bolts, and the unit auxiliary beam is fixed.
However, bolt insertion holes are formed in the vertical surfaces at both ends except the bent pieces at both ends.
To cut off the bolt insertion hole and the web part of the orthogonal main beam.
That it was fastened via a base bolt fixing plate with a substantially L-shaped surface
Characteristic tank mount.
JP1992015647U 1992-03-25 1992-03-25 Tank mount Expired - Lifetime JP2587866Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1992015647U JP2587866Y2 (en) 1992-03-25 1992-03-25 Tank mount

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1992015647U JP2587866Y2 (en) 1992-03-25 1992-03-25 Tank mount

Publications (2)

Publication Number Publication Date
JPH0577093U JPH0577093U (en) 1993-10-19
JP2587866Y2 true JP2587866Y2 (en) 1998-12-24

Family

ID=11894513

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1992015647U Expired - Lifetime JP2587866Y2 (en) 1992-03-25 1992-03-25 Tank mount

Country Status (1)

Country Link
JP (1) JP2587866Y2 (en)

Families Citing this family (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100776387B1 (en) * 2006-04-28 2007-11-16 주식회사 피엘테크코리아 prefabricated water tank by using of unit block and its manufacturing methods
KR100878183B1 (en) * 2008-06-27 2009-01-13 영성산업 주식회사 Base frame for water tank
KR100878184B1 (en) * 2008-06-27 2009-01-13 영성산업 주식회사 Base frame for water tank
KR101686116B1 (en) * 2009-10-08 2016-12-13 김점희 Column Water Tank Onebody with Stand
KR102613311B1 (en) * 2021-04-14 2023-12-13 (주)아쿠아 Water tank for easy construction and maintenance

Family Cites Families (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5852240Y2 (en) * 1979-09-17 1983-11-28 積水プラントシステム株式会社 Assembly type mount
JP3075197U (en) * 2000-07-27 2001-02-09 ケミテック株式会社 Microcapsule magnetic display sheet having a printed layer

Also Published As

Publication number Publication date
JPH0577093U (en) 1993-10-19

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