JPH0547474B2 - - Google Patents

Info

Publication number
JPH0547474B2
JPH0547474B2 JP58175915A JP17591583A JPH0547474B2 JP H0547474 B2 JPH0547474 B2 JP H0547474B2 JP 58175915 A JP58175915 A JP 58175915A JP 17591583 A JP17591583 A JP 17591583A JP H0547474 B2 JPH0547474 B2 JP H0547474B2
Authority
JP
Japan
Prior art keywords
panel
wall panel
ceiling
flange
side wall
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
JP58175915A
Other languages
Japanese (ja)
Other versions
JPS6068292A (en
Inventor
Hiroshi Wakana
Shigeru Yamada
Tatsutoshi Kamakura
Raiji Hirata
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.)
Bridgestone Corp
Original Assignee
Bridgestone Corp
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 Bridgestone Corp filed Critical Bridgestone Corp
Priority to JP58175915A priority Critical patent/JPS6068292A/en
Publication of JPS6068292A publication Critical patent/JPS6068292A/en
Publication of JPH0547474B2 publication Critical patent/JPH0547474B2/ja
Granted legal-status Critical Current

Links

Description

【発明の詳細な説明】 〔発明の利用分野〕 本発明は、貯槽の側壁へ固定することによつて
天井の補強を向上するための貯槽天井補強構造及
びその補強具に係る。
DETAILED DESCRIPTION OF THE INVENTION [Field of Application of the Invention] The present invention relates to a storage tank ceiling reinforcing structure and its reinforcing device for improving the reinforcement of the ceiling by fixing it to the side wall of the storage tank.

〔背景技術〕[Background technology]

ビルの屋上や地下に設置されるいわゆる組立式
貯槽は極めて大きな耐震性が要求されている。そ
の底壁は基盤に固設された架台に固定することが
出来るが、これから直立する側壁は底壁ほど強固
に固定する手段がなく相対立する側壁間をテンシ
ヨンロツドを張設したり、側壁と側壁間に斜めブ
レースをさしわたしたりして耐震性を高めてい
た。
So-called prefabricated storage tanks installed on the rooftops or basements of buildings are required to have extremely high earthquake resistance. The bottom wall can be fixed to a frame fixed to the base, but there is no way to fix the side walls that will stand upright as firmly as the bottom wall, so tension rods are stretched between the opposing side walls, and the side walls and side walls A diagonal brace was inserted in between to improve earthquake resistance.

近時これらいわゆる内部補強法に代つて外部補
強法が開発され、側壁の耐震性能も著しく向上し
た。しかるにこの側壁の頂部にボルト及びナツト
等を用いて取つけられる天井壁においては今迄耐
震向上の有効手段がなく耐震実験においては天井
壁と側壁間での取りつけ個所から破壊を生ずる可
能性がある。
Recently, external reinforcement methods have been developed to replace these so-called internal reinforcement methods, and the seismic performance of side walls has been significantly improved. However, for ceiling walls that are attached to the top of side walls using bolts and nuts, there has been no effective means to improve seismic resistance, and in seismic tests, there is a possibility that failure may occur at the attachment point between the ceiling wall and side wall. .

第1図は側壁1を構成するパネル2を高さ2m、
幅1mとし、周囲のフランジ3を連結して構成し、
該フランジ3をループを形成する外補強材4で補
強した側壁1であつて底壁(図示せず)及び天井
壁5は1m×1mのパネル6を同様にフランジ7を
連結して構成してある。しかるに耐震実験(条
件;重力加速度を数倍上回る正弦波共振入力)に
よれば側壁1と天井壁5との取付け個所から亀裂
が生じ、これが天井壁5を構成するパネル6の破
裂に至る可能性のあることが判明した。
Figure 1 shows the panel 2 that makes up the side wall 1 with a height of 2 m.
The width is 1m, and it is constructed by connecting the surrounding flanges 3,
The side wall 1 has the flange 3 reinforced with an external reinforcing member 4 forming a loop, and the bottom wall (not shown) and ceiling wall 5 are constructed by connecting a 1 m x 1 m panel 6 with a flange 7. be. However, according to seismic tests (conditions: sine wave resonance input several times higher than gravitational acceleration), cracks may occur at the attachment point between the side wall 1 and the ceiling wall 5, and this may lead to the rupture of the panel 6 that constitutes the ceiling wall 5. It turns out that there is.

第2図に側壁1と天井壁5との取付けを示す
が、前記した最初の亀裂は両壁を固定しているボ
ルト8の近傍から生じ、ボルト8の頭が天井パネ
ル6のフランジ7からぬけたり、ボルト8の頭が
ちぎれたりすることに起因している。これは加振
時に側壁1と天井壁5との関係では力がこのボル
ト8に集中することによるものである。
FIG. 2 shows the installation of the side wall 1 and the ceiling wall 5. The first crack mentioned above occurred near the bolt 8 fixing both walls, and the head of the bolt 8 came out from the flange 7 of the ceiling panel 6. This is caused by the head of the bolt 8 breaking off. This is because the force is concentrated on the bolt 8 in the relationship between the side wall 1 and the ceiling wall 5 during vibration.

〔発明の目的〕[Purpose of the invention]

本発明はかゝる事実に鑑みて発明されたもので
あつて、大地震時にも破壊をすることのない貯槽
天井補強構造及びその補強具を得ることが目的で
ある。
The present invention was devised in view of these facts, and an object of the present invention is to provide a storage tank ceiling reinforcing structure and its reinforcing device that will not be destroyed even in the event of a major earthquake.

〔発明の概要〕[Summary of the invention]

本発明に係る貯槽天井補強構造は、パネル部の
周縁にフランジ部が立設された側壁パネル、天井
壁パネル、及び底壁パネルを用いて、前記側壁パ
ネルのフランジ部を外向きに、前記天井壁パネル
のフランジ部を内向きにして、天井壁パネルのフ
ランジ部同士、及び天井壁パネルのフランジ部と
側壁パネルのパネル部とを連結して組み立てられ
る貯槽において、前記天井壁パネルのフランジ部
と前記側壁パネルのパネル部の連結部に配設さ
れ、その一端が側壁パネルのパネル部及びこのパ
ネル部と当接する天井壁パネルのフランジ部と一
体に固定され、他端が前記パネル部に直交して位
置する天井壁パネルのフランジ部に固定される横
張補強材を備えることを特徴としている。
The storage tank ceiling reinforcing structure according to the present invention uses a side wall panel, a ceiling wall panel, and a bottom wall panel in which a flange portion is erected on the periphery of the panel portion, and the flange portion of the side wall panel is directed outward toward the ceiling. In a storage tank that is assembled by connecting the flange parts of the ceiling wall panels to each other and the flange parts of the ceiling wall panel and the panel parts of the side wall panels with the flange parts of the wall panels facing inward, the flange parts of the ceiling wall panels and It is disposed at the connecting part of the panel part of the side wall panel, one end of which is fixed integrally with the panel part of the side wall panel and the flange part of the ceiling wall panel that comes into contact with this panel part, and the other end is perpendicular to the panel part. It is characterized by comprising a horizontal reinforcing member fixed to the flange portion of the ceiling wall panel located at the ceiling.

また、本発明に係る貯槽天井補強具は、それぞ
れ周縁にフランジ部が立設された天井壁パネルに
取付けられ、側壁パネルのパネル部と当接する前
記天井壁パネルのフランジ部に固定される一の舌
片と、前記側壁パネルのパネル部と直交して位置
する天井壁パネルのフランジ部に固定される他の
舌片と、前記一の舌片と前記他の舌片を連結して
作用する荷重の伝達を可能とする連結片と、で構
成されることを特徴としている。
Further, the storage tank ceiling reinforcing device according to the present invention is attached to a ceiling wall panel having a flange portion erected on the periphery thereof, and is fixed to the flange portion of the ceiling wall panel that comes into contact with a panel portion of a side wall panel. A tongue piece, another tongue piece fixed to a flange part of a ceiling wall panel located orthogonally to the panel part of the side wall panel, and a load that acts by connecting the one tongue piece and the other tongue piece. It is characterized by being comprised of a connecting piece that enables the transmission of information.

本発明は係る構造によつて、耐震性能が最も要
求される側壁パネルと天井壁パネルとの連結箇所
を補強し、天井壁パネルのこじり変形を防止し
て、大地震でも破壊することのない貯槽を構築で
きる。
With such a structure, the present invention strengthens the joints between the side wall panels and the ceiling wall panels where seismic performance is most required, prevents prying deformation of the ceiling wall panels, and prevents the storage tank from being destroyed even in a major earthquake. can be constructed.

〔発明の実施例〕[Embodiments of the invention]

以下図をもつて更に詳細に説明する。 A more detailed explanation will be given below with reference to the drawings.

第3図には本発明の実施例に係る補強構造が示
されており、天井壁5の周囲に位置するフランジ
7′を内向きとし、側壁1の頂部の内面にボルト
8及びナツト9にて固定して天井壁5を支える。
図中4は側壁1を形成する側壁用パネル2のフラ
ンジ3を補強するための前述したループを形成す
る外補強材であり、10はこの外補強材4を側壁
1の頂部に固着支持するための補助材である。こ
の補助材10は天井壁5を支えるナツト9を長筒
とし、このナツトの孔に第2のボルト11を螺合
して取付けることができる。
FIG. 3 shows a reinforcing structure according to an embodiment of the present invention, in which a flange 7' located around the ceiling wall 5 is directed inward, and bolts 8 and nuts 9 are attached to the inner surface of the top of the side wall 1. It is fixed to support the ceiling wall 5.
In the figure, 4 is an outer reinforcing member forming the aforementioned loop for reinforcing the flange 3 of the side wall panel 2 forming the side wall 1, and 10 is for fixing and supporting this outer reinforcing member 4 on the top of the side wall 1. It is an auxiliary material. This auxiliary member 10 can be attached by having a nut 9 that supports the ceiling wall 5 as a long cylinder, and screwing a second bolt 11 into the hole of this nut.

ここに、符号12は本発明の横張補強具であ
り、天井壁5の周囲のフランジ7′に一端の舌片
13が当接されこれより水平にのびた躯体14の
他端の舌片15が天井壁5の周囲のフランジ7′
から内側に直角にのびるフランジ7″に当接され、
これらがボルト16及びナツト17で固定される
ものであり、特に舌片13は側壁と一体に固定さ
れる必要がある。フランジ7′とフランジ7″とは
直交することになるため、両舌片13,15はそ
の延長線が直交する位置にあるように躯体14と
一体化されている。
Here, reference numeral 12 denotes a horizontal tension reinforcing device of the present invention, in which a tongue piece 13 at one end is in contact with the flange 7' around the ceiling wall 5, and a tongue piece 15 at the other end of the frame 14 extending horizontally from this is in contact with the flange 7' around the ceiling wall 5. Flange 7' around wall 5
It is abutted against a flange 7″ extending at right angles inward from the
These are fixed with bolts 16 and nuts 17, and in particular the tongue piece 13 needs to be fixed integrally with the side wall. Since the flanges 7' and 7'' are perpendicular to each other, the tongues 13 and 15 are integrated with the body 14 so that their extension lines are perpendicular to each other.

本実施例はかゝる補強構造としたので天井壁5
と側壁1との取付け位置即ちこれらを取付けるボ
ルト8の破損等に起因する貯槽の破壊を生ずるこ
とがなくなり、天井壁5のフランジ7″を耐震性
能の上で有効に活用できるようになつた。
This embodiment has such a reinforced structure, so the ceiling wall 5
This eliminates the possibility of damage to the storage tank due to damage to the attachment position of the side wall 1 and the side wall 1, that is, damage to the bolts 8 that attach them, and the flange 7'' of the ceiling wall 5 can now be effectively utilized in terms of seismic performance.

ここに使用される横張補強具12は、一般には
天井壁5のフランジ7″の両側に備えられるのが
良いが、場合によつては一方側であつてもかまわ
ない。又フランジ7″に全て補強具12を備える
のが望ましいが、場合によつては一つ置き等所望
の個所に備えるだけでも目的を達しうる。
The horizontal reinforcement 12 used here is generally preferably provided on both sides of the flange 7'' of the ceiling wall 5, but in some cases it may be provided on one side. Although it is desirable to provide reinforcing tools 12, in some cases, the purpose may be achieved by providing only one reinforcing tool at a desired location, such as every other reinforcing tool.

第4図は第3図に示した補強具12の全体斜視
図であり、一端の舌片13にはフランジ7′との
取付用孔18があけられており、他端の舌片15
にもフランジ7″との取付用孔18があけられて
いる。本実施例においてはフランジ7″をはさん
で舌片15,15が配置され、フランジ7′には
各々の舌片13が側壁と一体的に固定される。
FIG. 4 is an overall perspective view of the reinforcing device 12 shown in FIG.
A hole 18 for attachment to the flange 7'' is also drilled in the flange 7''.In this embodiment, tongue pieces 15, 15 are arranged across the flange 7'', and each tongue piece 13 is attached to the side wall of the flange 7'. is fixed integrally with.

第5図には本発明の他の実施例に係る横張補強
具12が示されており躯体14が2分割のもので
ある。第6図は更に他の例であり躯体14と舌片
13,15とは同一平面上に位置するが、この場
合直角三角形状の支材19を溶接等で一体化して
おくのが良い。尚舌片にあけられる取付用の孔は
任意の形状が用いられうるが長孔としておくこと
によりフランジ7′,7″への取付けに自由度が保
てる。
FIG. 5 shows a horizontal reinforcement 12 according to another embodiment of the present invention, in which the frame 14 is divided into two parts. FIG. 6 shows still another example in which the frame 14 and the tongues 13, 15 are located on the same plane, but in this case it is preferable to integrate a right triangular support 19 by welding or the like. Note that the attachment hole formed in the tongue piece may have any shape, but by making it an elongated hole, the degree of freedom in attachment to the flanges 7', 7'' can be maintained.

本発明は側壁1のフランジ3に外補強材4を当
てがつてなる貯槽に効果的ではあるが、貯槽の内
部補強法の場合にも当然利用できる。この外補強
材4の例としてはループを形成する補強材を用い
て説明したが、これらに限られることはなく、例
えばL形鋼、形鋼等をフランジの一方又は両側
方に当接して外補強材4とすることも可能であ
る。
Although the present invention is effective for a storage tank in which an external reinforcing member 4 is applied to a flange 3 of a side wall 1, it can also be used for internal reinforcement of a storage tank. As an example of the outer reinforcing material 4, a reinforcing material forming a loop has been explained, but the invention is not limited to these. It is also possible to use a reinforcing material 4.

〔発明の効果〕〔Effect of the invention〕

本発明は上記構成としたので、大地震でも破壊
することのない貯槽を構築できる。
Since the present invention has the above configuration, it is possible to construct a storage tank that will not be destroyed even in a major earthquake.

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

第1図は貯槽の全体図及びその部分拡大図、第
2図は側壁と天井壁との取付けを示す縦断面図、
第3図は本発明の実施例に係る天井補強構造を示
す縦断面図、第4図〜第6図は本発明の天井補強
用の横張補強具の各例を示す斜視図である。 1……側壁、5……天井壁、7,7′,7″……
天井壁のフランジ、12……横張補強具、13,
15……舌片、14……躯体。
Figure 1 is an overall view of the storage tank and its partially enlarged view, Figure 2 is a longitudinal sectional view showing the attachment of the side wall and ceiling wall;
FIG. 3 is a longitudinal sectional view showing a ceiling reinforcing structure according to an embodiment of the present invention, and FIGS. 4 to 6 are perspective views showing each example of a horizontal reinforcing device for reinforcing a ceiling according to the present invention. 1...Side wall, 5...Ceiling wall, 7, 7', 7''...
Ceiling wall flange, 12... Horizontal reinforcement, 13,
15... Tongue piece, 14... Body.

Claims (1)

【特許請求の範囲】 1 パネル部の周縁にフランジ部が立設された側
壁パネル、天井壁パネル、及び底壁パネルを用い
て、前記側壁パネルのフランジ部を外向きに、前
記天井壁パネルのフランジ部を内向きにして、天
井壁パネルのフランジ部同士、及び天井壁パネル
のフランジ部と側壁パネルのパネル部とを連結し
て組み立てられる貯槽において、前記天井壁パネ
ルのフランジ部と前記側壁パネルのパネル部の連
結部に配設され、その一端が側壁パネルのパネル
部及びこのパネル部と当接する天井壁パネルのフ
ランジ部と一体に固定され、他端が前記パネル部
に直交して位置する天井壁パネルのフランジ部に
固定される横張補強材を備えることを特徴とする
貯槽天井補強構造。 2 それぞれ周縁にフランジ部が立設された天井
壁パネルに取付けられ、側壁パネルのパネル部と
当接する前記天井壁パネルのフランジ部に固定さ
れる一の舌片と、前記側壁パネルのパネル部と直
交して位置する天井壁パネルのフランジ部に固定
される他の舌片と、前記一の舌片と前記他の舌片
を連結して作用する荷重の伝達を可能とする連結
片と、で構成されることを特徴とする貯槽天井補
強具。
[Scope of Claims] 1. Using a side wall panel, a ceiling wall panel, and a bottom wall panel each having a flange portion erected on the periphery of the panel portion, the flange portion of the side wall panel is directed outward, and the flange portion of the ceiling wall panel is In a storage tank that is assembled by connecting the flange parts of the ceiling wall panels to each other, and the flange parts of the ceiling wall panel and the panel parts of the side wall panels, with the flange parts facing inward, the flange parts of the ceiling wall panel and the side wall panel It is disposed at the connecting part of the panel part of the panel part, one end of which is fixed integrally with the panel part of the side wall panel and the flange part of the ceiling wall panel that comes into contact with this panel part, and the other end is located perpendicular to the panel part. A storage tank ceiling reinforcement structure characterized by comprising a horizontal reinforcement member fixed to a flange portion of a ceiling wall panel. 2. A tongue piece that is attached to a ceiling wall panel each having a flange portion erected on its peripheral edge and fixed to a flange portion of the ceiling wall panel that comes into contact with a panel portion of a side wall panel, and a panel portion of the side wall panel. another tongue piece fixed to a flange portion of a ceiling wall panel located orthogonally to each other, and a connecting piece that connects the one tongue piece and the other tongue piece to enable transmission of an acting load. A storage tank ceiling reinforcing device comprising:
JP58175915A 1983-09-22 1983-09-22 Storage-tank ceiling reinforcing sturcture and reinforcing tool thereof Granted JPS6068292A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP58175915A JPS6068292A (en) 1983-09-22 1983-09-22 Storage-tank ceiling reinforcing sturcture and reinforcing tool thereof

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP58175915A JPS6068292A (en) 1983-09-22 1983-09-22 Storage-tank ceiling reinforcing sturcture and reinforcing tool thereof

Publications (2)

Publication Number Publication Date
JPS6068292A JPS6068292A (en) 1985-04-18
JPH0547474B2 true JPH0547474B2 (en) 1993-07-16

Family

ID=16004469

Family Applications (1)

Application Number Title Priority Date Filing Date
JP58175915A Granted JPS6068292A (en) 1983-09-22 1983-09-22 Storage-tank ceiling reinforcing sturcture and reinforcing tool thereof

Country Status (1)

Country Link
JP (1) JPS6068292A (en)

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6126227Y2 (en) * 1980-10-02 1986-08-06

Also Published As

Publication number Publication date
JPS6068292A (en) 1985-04-18

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