JPH11115992A - Tank supporting structure - Google Patents

Tank supporting structure

Info

Publication number
JPH11115992A
JPH11115992A JP9280489A JP28048997A JPH11115992A JP H11115992 A JPH11115992 A JP H11115992A JP 9280489 A JP9280489 A JP 9280489A JP 28048997 A JP28048997 A JP 28048997A JP H11115992 A JPH11115992 A JP H11115992A
Authority
JP
Japan
Prior art keywords
support member
tank
anchor bolts
supporting
support
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
Application number
JP9280489A
Other languages
Japanese (ja)
Inventor
Masao Koido
正男 小井戸
Koichi Matsuda
孝一 松田
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.)
MORIMATSU SOGO KENKYUSHO KK
Original Assignee
MORIMATSU SOGO KENKYUSHO KK
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 MORIMATSU SOGO KENKYUSHO KK filed Critical MORIMATSU SOGO KENKYUSHO KK
Priority to JP9280489A priority Critical patent/JPH11115992A/en
Publication of JPH11115992A publication Critical patent/JPH11115992A/en
Pending legal-status Critical Current

Links

Abstract

PROBLEM TO BE SOLVED: To improve the levelness of a tank and simply adjust the levelness by providing a support member for directly supporting a tank, which is used for the storage of a liquid such as city water and chemicals, and embedding the support member with a covering means for covering the circumference of the support member except a support face thereof. SOLUTION: A plurality of anchor bolts 14a, 14b are projected upward from a fixing base 13 provided at a lower portion of the foundation 11 for supporting a tank 12, and adjusting nuts 15 are screwed on the anchor bolts 14a, 14b in the vicinity of their central portions. The top ends of the anchor bolts 14a, 14b are penetrated through both ends of a lower flange 16a of a support member 16, and the lower flange 16a is supported with the adjusting nuts 15. By moving the adjusting nuts 15 up and down, the levelness of an upper face (support face) of an upper flange 16b of the support member 16 is adjusted. Further, double nuts 17 screwed on the top ends of the anchor bolts 14a, 14b are tightened to fix the support member 16. Thereafter, the circumference of the support member 16 except the upper flange 16b is embedded with a foundation slab 18, and a side wall 12a of the tank 12 is then provided upright on the upper face of the upper flange 16b.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】本発明は、水道水や薬品等の
液体を貯留するのに使用するタンクの支持構造に関する
ものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a support structure for a tank used to store liquids such as tap water and chemicals.

【0002】[0002]

【従来の技術】従来より、この種のタンクの支持構造と
しては、例えば、鉄筋コンクリートからなる基礎の上面
に受け台を載置し、その受け台の上にタンクを載置して
いた。ところで、コンクリートは固化する際に収縮する
という特性があるが、その収縮量にばらつきがある。そ
のため、コンクリートが固化した後において、基礎上面
の水平度が一定にならない。この結果、水平方向に長い
大型タンクになる程、水平度が低いものになる。そこ
で、基礎と受け台との間にスペーサを介在し、このスペ
ーサにより、コンクリートの収縮に伴うタンクの水平度
誤差を調節していた。
2. Description of the Related Art Heretofore, as a support structure for a tank of this type, for example, a pedestal is mounted on an upper surface of a foundation made of reinforced concrete, and the tank is mounted on the pedestal. By the way, concrete has the property of shrinking when solidified, but the amount of shrinkage varies. Therefore, after the concrete solidifies, the horizontality of the upper surface of the foundation is not constant. As a result, the greater the length of the tank in the horizontal direction, the lower the level. Therefore, a spacer is interposed between the foundation and the pedestal, and the spacer adjusts the level error of the tank due to the shrinkage of the concrete.

【0003】[0003]

【発明が解決しようとする課題】ところが、従来技術に
おけるタンクの支持構造においては、基礎と受け台との
間にスペーサを介在してタンクの水平度誤差を調節して
いるので、その調節に手間取るとともに、高い水平度を
確保することが困難であった。
However, in the conventional tank support structure, a spacer is interposed between the foundation and the pedestal to adjust the horizontality error of the tank. At the same time, it was difficult to ensure high levelness.

【0004】又、スペーサは容易に視認され、しかも基
礎と受け台との間において部分的に介在されているた
め、外観の低下に繋がっていた。更に、スペーサは振動
等により抜けるおそれもあった。
[0004] Further, the spacer is easily visually recognized and is partially interposed between the foundation and the pedestal, which leads to a reduction in appearance. Further, the spacer may come off due to vibration or the like.

【0005】この発明は、前記各問題点を解決するため
になされたものであり、その目的は、タンクの水平度を
高くするとともに、水平度の調節を簡単にすることにあ
る。又、他の目的は、タンクと基礎との間における外観
の向上を図ることにある。
SUMMARY OF THE INVENTION The present invention has been made to solve the above problems, and an object of the present invention is to increase the level of a tank and to simplify the adjustment of the level. Another object is to improve the appearance between the tank and the foundation.

【0006】[0006]

【課題を解決するための手段】請求項1に記載の発明
は、水道水や薬品等の液体を貯留するのに使用するタン
クの支持構造において、タンクを直接支持する支持部材
を設け、その支持部材の支持面を除く周囲を覆う覆い手
段で埋設したことを要旨とする。
According to a first aspect of the present invention, there is provided a support structure for a tank used for storing a liquid such as tap water or chemicals, wherein a support member for directly supporting the tank is provided. The gist is that the member is buried by covering means for covering the periphery except for the support surface of the member.

【0007】請求項2に記載の発明は、請求項1に記載
のタンクの支持構造において、前記支持部材の水平度を
調節する調節手段を設けたことを要旨とする。請求項3
に記載の発明は、請求項2に記載のタンクの支持構造に
おいて、前記調節手段は、支持部材に貫通されたボルト
と、ボルトに進退可能に螺合され、支持部材を支持する
ナットとから構成されていることを要旨とする。
According to a second aspect of the present invention, in the tank support structure of the first aspect, an adjusting means for adjusting the level of the support member is provided. Claim 3
According to a second aspect of the present invention, in the tank support structure according to the second aspect, the adjusting means includes a bolt penetrated by the support member, and a nut screwed to the bolt so as to advance and retreat, and supporting the support member. The gist is that it has been done.

【0008】[0008]

【発明の実施の形態】以下、本発明を水道を貯留するの
に使用するタンクの支持構造に具体化した一実施形態を
図面に基づいて説明する。
BRIEF DESCRIPTION OF THE DRAWINGS FIG. 1 is a perspective view showing an embodiment of a tank supporting structure for storing water according to the present invention.

【0009】図1に示すように、タンク12を支持する
基礎11の下部には捨てコンクリートからなる固定台1
3が設けられている。固定台13には複数のアンカーボ
ルト14a,14bが上方へ突出され、その中央部付近
には調節ナット15が螺合されている。アンカーボルト
14a,14bの先端部にはH形鋼からなる支持部材1
6の下部フランジ16aの両端が貫通され、その下部フ
ランジ16aは前記調節ナット15に支持されている。
そして、調節ナット15を進退させることにより、支持
部材16における上部フランジ16bの上面(支持面)
の水平度を調節可能になっている。従って、この実施形
態において、アンカーボルト14a,14bと、調節ナ
ット15とから調節手段が構成されている。なお、図示
しないが、両アンカーボルト14a,14bは支持部材
16の長手方向(図1の紙面に直交する方向)に所定の
間隔をおいて配置されている。
As shown in FIG. 1, a fixed base 1 made of abandoned concrete is provided below a foundation 11 for supporting a tank 12.
3 are provided. A plurality of anchor bolts 14a and 14b protrude upward from the fixed base 13, and an adjustment nut 15 is screwed near the center thereof. A support member 1 made of H-shaped steel is provided at the distal ends of the anchor bolts 14a and 14b.
6, both ends of the lower flange 16a are penetrated, and the lower flange 16a is supported by the adjusting nut 15.
Then, by moving the adjustment nut 15 forward and backward, the upper surface (support surface) of the upper flange 16b of the support member 16 is formed.
The horizontality of can be adjusted. Therefore, in this embodiment, the adjusting means is constituted by the anchor bolts 14a and 14b and the adjusting nut 15. Although not shown, the anchor bolts 14a and 14b are arranged at predetermined intervals in the longitudinal direction of the support member 16 (the direction perpendicular to the plane of FIG. 1).

【0010】各アンカーボルト14a,14bの先端に
はダブルナット17が螺合され、そのダブルナット17
の締付けにより、支持部材16がアンカーボルト14の
先端に固定される。支持部材16の上部フランジ部16
bを除く周囲は鉄筋コンクリートからなる覆い手段とし
ての基礎スラブ18にて埋設されている。そして、支持
部材16における上部フランジ16bの上面(支持面)
にはタンク12の側壁12aが溶接により立設されてい
る。又、基礎スラブ18の上面にはタンク12の底壁1
2bが配設され、底壁12bの周縁は支持部材16にお
ける上部フランジ16bの上面に溶接により固定されて
いる。
A double nut 17 is screwed to the tip of each of the anchor bolts 14a and 14b.
, The support member 16 is fixed to the tip of the anchor bolt 14. Upper flange portion 16 of support member 16
The surroundings except for b are buried in a foundation slab 18 as a covering means made of reinforced concrete. The upper surface (support surface) of the upper flange 16b of the support member 16
The side wall 12a of the tank 12 is erected by welding. On the upper surface of the base slab 18, the bottom wall 1 of the tank 12 is provided.
2b is provided, and the periphery of the bottom wall 12b is fixed to the upper surface of the upper flange 16b of the support member 16 by welding.

【0011】このような、タンク支持構造の施工は、次
のようにして行われる。図2に示すように、地面に型枠
20を組み立て、その型枠20内に複数のアンカーボル
ト14a,14bの頭部を挿入配置し、同型枠20内に
コンクリートを打設して固定台13を形成する。次い
で、図3に示すように、各アンカーボルト14a,14
bの中央部付近に調節ナット15をそれぞれ螺合した
後、支持部材16の下部フランジ16aを各アンカーボ
ルト14a,14bに貫通し、支持部材16を調節ナッ
ト15に支持する。この状態で、支持部材16における
上部フランジ16bの水平度を調節する。即ち、各アン
カーボルト14a,14bにおける調節ナット15を上
下方向に移動させ、支持部材16における上部フランジ
16bの上面が水平になるように調節する。そして、ア
ンカーボルト14a,14bの先端にダブルナット17
を螺合して支持部材16をアンカーボルト14a,14
bの先端に締付固定する。
The construction of such a tank support structure is performed as follows. As shown in FIG. 2, a formwork 20 is assembled on the ground, the heads of a plurality of anchor bolts 14a and 14b are inserted and arranged in the formwork 20, and concrete is poured into the formwork 20 to fix the fixing base 13 To form Next, as shown in FIG. 3, each of the anchor bolts 14a, 14
After the adjustment nuts 15 are screwed into the vicinity of the center of b, the lower flange 16a of the support member 16 is passed through the anchor bolts 14a and 14b, and the support member 16 is supported by the adjustment nut 15. In this state, the level of the upper flange 16b of the support member 16 is adjusted. That is, the adjustment nut 15 in each of the anchor bolts 14a and 14b is moved in the up-down direction so that the upper surface of the upper flange 16b of the support member 16 is adjusted to be horizontal. Then, a double nut 17 is attached to the distal ends of the anchor bolts 14a and 14b.
By screwing the support member 16 to the anchor bolts 14a, 14
b.

【0012】その後、図4に示すように、支持部材16
から離れた位置に型枠21を組み立て、その型枠21内
に図示しない鉄筋を配設し、支持部材16の上面を除く
周囲をコンクリートで埋設し、基礎スラブ18を形成す
る。この形成時において、コンクリートは若干収縮する
が、その収縮に影響されることなく、支持部材16の水
平度は保持される。
Thereafter, as shown in FIG.
A formwork 21 is assembled at a position distant from the main body, a reinforcing bar (not shown) is arranged in the formwork 21, and the periphery of the support member 16 except for the upper surface is buried with concrete to form a foundation slab 18. During this formation, the concrete shrinks slightly, but the horizontality of the support member 16 is maintained without being affected by the shrinkage.

【0013】次に、本実施形態から見い出せる効果を以
下に記載する。 ・タンク12を直接支持する支持部材16を設け、その
支持部材16における上部フランジ16bの上面を除く
周囲を基礎スラブ18にて埋設した。従って、タンク1
2と基礎11との間にスペーサ等を介在させて支持部材
16の水平度を調節する必要がないので、タンク12の
水平度を高いものにできる。
Next, effects that can be found from the present embodiment will be described below. A support member 16 for directly supporting the tank 12 was provided, and the periphery of the support member 16 excluding the upper surface of the upper flange 16b was buried in the base slab 18. Therefore, tank 1
Since it is not necessary to adjust the level of the support member 16 by interposing a spacer or the like between the base 2 and the base 11, the level of the tank 12 can be increased.

【0014】・タンク12と基礎11との間には視認さ
れるものがないため、タンク12と基礎11との間にお
ける外観の向上を図ることができる。 ・タンク12は支持部材16における上部フランジ16
bに直接支持されている。そのため、タンク12はスペ
ーサ等を介して支持されていないので、タンク12の安
定性が高いものになる。
Since there is nothing visible between the tank 12 and the foundation 11, the appearance between the tank 12 and the foundation 11 can be improved. The tank 12 is an upper flange 16 of the support member 16;
b directly supported. Therefore, since the tank 12 is not supported via a spacer or the like, the stability of the tank 12 is high.

【0015】・支持部材16の水平度を調節する手段と
して、支持部材16に貫通されたアンカーボルト14
a,14bと、アンカーボルト14a,14bに進退可
能に螺合され、支持部材16を支持する調節ナット15
とから構成した。従って、簡単な構成にも拘わらず、調
節ナット15を上下移動させることにより、支持部材1
6の水平度を簡単に調節することができる。
As means for adjusting the level of the support member 16, an anchor bolt 14 penetrated through the support member 16 is used.
a, 14b and an adjusting nut 15 which is screwed to the anchor bolts 14a, 14b so as to be able to advance and retreat, and which supports the support member 16.
It consisted of: Therefore, despite the simple configuration, by moving the adjustment nut 15 up and down, the support member 1
6 can be easily adjusted.

【0016】なお、前記実施形態は次のように構成して
もよい。 ・アンカーボルト14a,14b、調節ナット15及び
ダブルナット17を省略し、支持部材16を固定台13
の上面に支持し、その支持部材16を基礎スラブ18内
に埋設すること。この場合、コンクリートを打設する前
に、固定台13と支持部材16との間にスペーサを介在
することにより、支持部材16の水平度調節を行う。
The above embodiment may be configured as follows. -The anchor bolts 14a and 14b, the adjusting nut 15 and the double nut 17 are omitted, and the support member 16 is
And the support member 16 is embedded in the base slab 18. In this case, before the concrete is poured, the horizontality of the support member 16 is adjusted by interposing a spacer between the fixing base 13 and the support member 16.

【0017】・支持部材16の形状をH形鋼以外に、例
えば、四角筒状に変更すること。次に、前記実施形態か
ら把握できる請求項以外の技術的思想について、それら
の効果とともに記載する。
The shape of the support member 16 is changed to, for example, a square tube other than the H-shaped steel. Next, technical ideas other than the claims that can be grasped from the embodiment will be described together with their effects.

【0018】(1)水道水や薬品等の液体を貯留するの
に使用するタンクの支持方法において、タンクを直接支
持する支持部材の水平度を、調節手段により調節した
後、支持部材の支持面を除く周囲をコンクリートで埋設
するようにしたタンクの支持方法。この方法によれば、
タンクの水平度を高いものにできる。
(1) In a method of supporting a tank used for storing a liquid such as tap water or chemicals, the level of the support member directly supporting the tank is adjusted by adjusting means, and then the support surface of the support member is adjusted. A method of supporting a tank that is buried in concrete around it. According to this method,
The level of the tank can be increased.

【0019】(2)前記調節手段による支持部材の水平
度調節は、支持部材に貫通されたボルトにナットを螺合
し、このナットを進退させることにより行われる前記
(1)に記載のタンクの支持方法。この方法によれば、
支持部材の水平度調節を簡単に行うことができる。
(2) The horizontality adjustment of the support member by the adjusting means is performed by screwing a nut to a bolt penetrating the support member and moving the nut forward and backward. Support method. According to this method,
The horizontality of the support member can be easily adjusted.

【0020】[0020]

【発明の効果】この発明は、以上のように構成されてい
るため、次のような効果を奏する。請求項1に記載の発
明によれば、タンクと基礎との間にスペーサ等を介在さ
せる必要がないので、タンクの水平度を高いものにでき
るとともに、タンクと基礎との間における外観の向上を
図ることができる。
The present invention is configured as described above, and has the following effects. According to the first aspect of the present invention, since there is no need to interpose a spacer or the like between the tank and the base, the level of the tank can be increased, and the appearance between the tank and the base can be improved. Can be planned.

【0021】請求項2に記載の発明によれば、調節手段
により、支持部材の水平度の調節を簡単に行うことがで
きる。請求項3に記載の発明によれば、簡単な構成にも
拘わらず、支持部材の水平度の調節を簡単に行うことが
できる。
According to the second aspect of the present invention, the level of the support member can be easily adjusted by the adjusting means. According to the third aspect of the invention, the horizontality of the support member can be easily adjusted despite the simple configuration.

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

【図1】タンクを支持する基礎の一部断面図。FIG. 1 is a partial sectional view of a foundation supporting a tank.

【図2】固定台を形成した製造過程の断面図。FIG. 2 is a sectional view of a manufacturing process in which a fixed base is formed.

【図3】固定台に支持部材を取り付けた製造過程の断面
図。
FIG. 3 is a sectional view of a manufacturing process in which a support member is attached to a fixed base.

【図4】支持部材の周囲を基礎スラブで覆った製造過程
の断面図。
FIG. 4 is a sectional view of a manufacturing process in which the periphery of a support member is covered with a base slab.

【符号の説明】[Explanation of symbols]

12…タンク、14a,14b…アンカーボルト(調節
手段)、15…調節ナット(調節手段)、16…支持部
材、18…基礎スラブ(覆い手段)
12 tank, 14a, 14b anchor bolt (adjustment means), 15 adjustment nut (adjustment means), 16 support member, 18 foundation slab (covering means)

Claims (3)

【特許請求の範囲】[Claims] 【請求項1】水道水や薬品等の液体を貯留するのに使用
するタンクの支持構造において、 タンクを直接支持する支持部材を設け、その支持部材の
支持面を除く周囲を覆う覆い手段で埋設したタンクの支
持構造。
1. A supporting structure for a tank used for storing a liquid such as tap water or chemicals, wherein a supporting member for directly supporting the tank is provided, and the supporting member is buried by a covering means for covering the periphery except for the supporting surface of the supporting member. Tank support structure.
【請求項2】前記支持部材の水平度を調節する調節手段
を設けた請求項1に記載のタンクの支持構造。
2. A tank support structure according to claim 1, further comprising an adjusting means for adjusting the level of the support member.
【請求項3】前記調節手段は、支持部材に貫通されたボ
ルトと、ボルトに進退可能に螺合され、支持部材を支持
するナットとから構成されている請求項2に記載のタン
クの支持構造。
3. The tank supporting structure according to claim 2, wherein said adjusting means comprises a bolt penetrating through the supporting member, and a nut screwed to the bolt so as to be able to advance and retreat, and supporting the supporting member. .
JP9280489A 1997-10-14 1997-10-14 Tank supporting structure Pending JPH11115992A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP9280489A JPH11115992A (en) 1997-10-14 1997-10-14 Tank supporting structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP9280489A JPH11115992A (en) 1997-10-14 1997-10-14 Tank supporting structure

Publications (1)

Publication Number Publication Date
JPH11115992A true JPH11115992A (en) 1999-04-27

Family

ID=17625801

Family Applications (1)

Application Number Title Priority Date Filing Date
JP9280489A Pending JPH11115992A (en) 1997-10-14 1997-10-14 Tank supporting structure

Country Status (1)

Country Link
JP (1) JPH11115992A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2015227182A (en) * 2014-05-30 2015-12-17 株式会社Ihi Gas tank and protection method of the same

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2015227182A (en) * 2014-05-30 2015-12-17 株式会社Ihi Gas tank and protection method of the same

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