JP2001122387A - Multistage tower and tank and fabrication method thereof - Google Patents

Multistage tower and tank and fabrication method thereof

Info

Publication number
JP2001122387A
JP2001122387A JP29982199A JP29982199A JP2001122387A JP 2001122387 A JP2001122387 A JP 2001122387A JP 29982199 A JP29982199 A JP 29982199A JP 29982199 A JP29982199 A JP 29982199A JP 2001122387 A JP2001122387 A JP 2001122387A
Authority
JP
Japan
Prior art keywords
manhole
tank
cylindrical
side wall
reinforced plastic
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
JP29982199A
Other languages
Japanese (ja)
Inventor
Toshio Sato
俊雄 佐藤
Mitsuaki Watanabe
光章 渡邊
Hiromichi Mochizuki
広道 望月
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.)
Fuji Kako Inc
Original Assignee
Fuji Kako Inc
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 Fuji Kako Inc filed Critical Fuji Kako Inc
Priority to JP29982199A priority Critical patent/JP2001122387A/en
Publication of JP2001122387A publication Critical patent/JP2001122387A/en
Pending legal-status Critical Current

Links

Abstract

PROBLEM TO BE SOLVED: To provide a method for mounting a manhole, while the strength of a cylindrical intermediate side wall between an upper and lower tanks is being reinforced and to provide multistage towers and tanks made of FRP each having a manhole. SOLUTION: In the multistage towers and tanks made of FRP, a structure for a manhole is inserted into an insertion hole of a side wall, and a coating layer is formed from a curable composition for FRP from a body part of the manhole structure via the insertion hole to a side wall of a cylindrical intermediate part and the composition is cured to fix a manhole. With regard to the coating layer, the coating range of the layer on the wall of the cylindrical intermediate part is 1.0-1.5 times the distance, in the case of a prism-shaped manhole, between the center of the manhole and the vertical or horizontal side thereof, with respect to the insertion hole, and in the case of a cylindrical manhole, the coating range is 1.0-1.5 times the radius of the manhole. The thickness of the layer is 1.5-2.5 times the thickness of the side wall.

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、耐食性に優れかつ
省スペース型構造である繊維強化プラスチック製の多段
式塔槽に関する。特に本発明は、多段式塔槽の上下槽間
に、作業員が出入りするためのマンホールを備えた繊維
強化プラスチック製の中間筒状空間部を有する繊維強化
プラスチック(以下、FRPともいう)製多段式塔槽に
関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a fiber reinforced plastic multistage tower having excellent corrosion resistance and a space-saving structure. In particular, the present invention relates to a multi-stage made of fiber-reinforced plastic (hereinafter also referred to as FRP) having an intermediate cylindrical space made of fiber-reinforced plastic provided with manholes for workers to enter and leave between upper and lower tanks of a multi-stage tower tank. It relates to a type tower tank.

【0002】[0002]

【従来の技術】食品業界では、少品種、大量生産から、
客先ニーズの多様化に伴い、多品種少量生産に移行しつ
つある。このような傾向にともなって、生産された多品
種食品を出荷までに貯蔵、保存する槽も小型化する傾向
にある。しかし、小型の塔槽を平面配置すると敷地や工
場建屋の中で広い面積を占めることから、塔槽を2段又
はそれ以上の多段式塔槽とすることが一般的となってき
ている。
2. Description of the Related Art In the food industry, from small varieties and mass production,
With the diversification of customer needs, it is shifting to high-mix low-volume production. In accordance with such a tendency, a tank for storing and storing produced multi-type foods before shipment tends to be downsized. However, when a small tower is arranged on a plane, it occupies a large area in a site or a factory building. Therefore, it is becoming common to use a two-stage or more multi-stage tower.

【0003】このような多段式塔槽は、基本的には図1
に示すような積み重ね構造を有しており、従来は各槽と
して、内面に樹脂ライニングを施した鋼製槽が主として
使用されており、積み重ねられている両槽2、3の間に
は、両槽にそれぞれ接合されている筒状構造部部分
2’、3’同士を接合することによって、作業者が出入
りできる作業空間である筒状中間部4が形成され、該筒
状中間部の胴部分、すなわち、側壁には出入り用のマン
ホール8が設けられている。なお、6は通気管であり、
7は上下槽頂部マンホールであり、14は取出し管であ
る。しかし、内面に樹脂ライニングを施した鋼製槽は、
耐食性に劣り、メンテナンスコストが高くなるために、
耐食性に優れかつ安価な繊維強化プラスチック(FR
P)製槽により全体を構成した多段式塔槽を提供するこ
とが望まれている。
[0003] Such a multi-stage column tank is basically constructed as shown in FIG.
Conventionally, as each tank, a steel tank whose inner surface is resin-lined is mainly used, and both tanks 2, 3 are stacked between the two tanks. By joining the tubular structure portions 2 ', 3' joined to the tank, a tubular intermediate portion 4 which is a working space where an operator can enter and exit is formed, and a trunk portion of the tubular intermediate portion is formed. That is, a manhole 8 for entering and exiting is provided on the side wall. In addition, 6 is a ventilation pipe,
7 is a manhole at the top of the upper and lower tanks, and 14 is a take-out pipe. However, steel tanks with resin lining on the inside,
Inferior in corrosion resistance and high maintenance cost,
Inexpensive fiber reinforced plastic (FR
P) It is desired to provide a multi-stage tower tank composed entirely of tanks.

【0004】以上の要望に応えるために、FRP製の多
段式塔槽を鋼製の槽の場合と同様の方式で積み重ねて制
作する場合、上下槽間に形成される作業空間となる筒状
中間部に作業者が出入りするためのマンホール用の構造
体を取り付けるための穴(切り欠き)を該筒状構造部部
分、すなわち、筒状中間部の側壁部分に設けると、マン
ホール挿入用穴を切り欠いた分だけ該筒状中間部の側壁
部分の強度が低くなり、多段式塔槽全体が不安定となる
ことから、該側壁部分の強度を補強するための配慮をし
なければならないし、また、溶接によって接合できる鋼
製の側壁部とマンホール用構造体との接合の場合と異な
り、マンホール用構造体の取付け部分における充分な取
付け強度を確保することも課題となる。
[0004] In order to meet the above demand, when stacking and producing a multi-stage FRP tower tank in the same manner as a steel tank, a cylindrical intermediate space serving as a working space formed between the upper and lower tanks. When a hole (notch) for attaching a manhole structure for an operator to enter / exit the portion is provided in the cylindrical structure portion, that is, the side wall portion of the cylindrical intermediate portion, the manhole insertion hole is cut. Since the strength of the side wall portion of the cylindrical intermediate portion is reduced by the amount of the lack, and the entire multi-stage column becomes unstable, consideration must be given to reinforcing the strength of the side wall portion, and In contrast to the case of joining the steel side wall portion and the manhole structure that can be joined by welding, it is also an issue to secure sufficient attachment strength at the attachment portion of the manhole structure.

【0005】上記のFRP製多段式塔槽の筒状中間部の
側壁にマンホールを設ける方法としては、側壁部分を切
り欠いたマンホール用穴に図3に示すような構造のマン
ホール用構造体12を挿入し、外壁側のマンホール用構
造体取付け箇所周囲に図3に示す形状の環状のリブ10
を配置し接着してマンホール用構造体12を固定する
か、図4に示すように、筒状中間部内壁側に内部空間に
突出する環状リブ11を配置し、これにマンホール用構
造体13を接着して固定する方法が採用される。
As a method of providing a manhole on the side wall of the cylindrical intermediate portion of the above-mentioned FRP multi-stage tower tank, a manhole structure 12 having a structure as shown in FIG. An annular rib 10 having the shape shown in FIG. 3 is inserted around the manhole structure mounting portion on the outer wall side.
The manhole structure 12 is fixed by fixing the manhole structure 12 or as shown in FIG. 4, the annular rib 11 protruding into the internal space is arranged on the inner wall side of the cylindrical intermediate portion, and the manhole structure 13 is attached thereto. A method of bonding and fixing is adopted.

【0006】しかし、これらの方法では、別体に形成し
たリブを使用する必要があることからコスト面で問題が
あることや、筒状中間部の内部側にリブを設けると、作
業空間が狭くなり、作業性を阻害することにもなるとい
う問題がある。さらに、マンホール設置のために側壁部
分が切り欠かれたことによって生じる該側壁部分の強度
低下を保証することができる領域をリブによって補強し
ようとすると、リブのサイズを大きくすることが必要と
なり、コスト面での問題が生じるものであった。
However, in these methods, there is a problem in cost due to the necessity of using a separately formed rib, and when a rib is provided inside the cylindrical intermediate portion, the working space becomes narrow. Therefore, there is a problem that workability is impaired. Further, if the ribs are used to reinforce a region in which the strength of the side wall portion can be reduced due to the cut-out of the side wall portion due to the installation of the manhole, it is necessary to increase the size of the rib. In terms of surface problems.

【0007】[0007]

【発明が解決しようとする課題】それ故、本発明は、F
RP製多段式塔槽の上下槽の筒状中間部の側壁部分に、
該筒状中間部全体の強度低下を生じることがなく、かつ
充分な取付け強度を有し、さらに該筒状中間部内に充分
な作業空間を確保することができる構造のマンホール
を、単純で施工性がよい方法で設けることができる安価
な製造方法と、該方法によって取り付けられた充分な取
付け強度を有するマンホールを備えたFRP製多段式塔
槽を提供することを目的とするものである。
SUMMARY OF THE INVENTION Therefore, the present invention
On the side wall of the cylindrical middle part of the upper and lower tanks of the RP multi-stage tower tank,
A manhole having a structure that does not cause a reduction in strength of the entire cylindrical intermediate portion, has sufficient mounting strength, and can secure a sufficient working space in the cylindrical intermediate portion, is simple and workable. It is an object of the present invention to provide an inexpensive manufacturing method that can be provided by a good method, and a multi-stage FRP column tank provided with manholes having sufficient mounting strength mounted by the method.

【0008】[0008]

【課題を解決するための手段】本発明者らは、マンホー
ルの取り付け箇所にリブを設けるというコスト高な取付
け方法に代わり得る取付け方法の開発研究を重ねた結
果、マンホール用構造体取付け箇所を含めたその周囲の
一定領域をFRP積層によって被覆することにより、リ
ブを取り付ける場合と同等の取付け強度を有するマンホ
ールを形成することができることを見いだした。また、
該FRP積層の厚さを一定厚さ以上とすることによっ
て、マンホール用穴となる切り欠きによって生じる筒状
中間部の側壁強度の低下分を補償できることをも見いだ
した。以上のような、充分な取付け強度を備えたマンホ
ールを有し、かつマンホール用構造体の取付けによる筒
状中間部の側壁強度の低下分を補償しているFRP製多
段式塔槽に関する本発明は、以下の各発明を包含する。
SUMMARY OF THE INVENTION The inventors of the present invention have repeatedly conducted research and development on an attachment method which can replace a costly attachment method of providing a rib at an attachment point of a manhole. Further, it has been found that by covering a certain area around the area with the FRP lamination, a manhole having the same mounting strength as that of mounting the rib can be formed. Also,
It has also been found that by making the thickness of the FRP laminate not less than a certain thickness, it is possible to compensate for the decrease in the strength of the side wall of the cylindrical intermediate portion caused by the notch serving as the hole for manhole. As described above, the present invention relates to an FRP multi-stage column having a manhole having a sufficient mounting strength and compensating for a decrease in the side wall strength of the cylindrical intermediate portion due to the mounting of the manhole structure. The invention includes the following inventions.

【0009】(1) 上部槽とマンホールを備えた筒状中間
部と下部槽とよりなる塔槽部分を有する繊維強化プラス
チック製多段式塔槽であって、該筒状中間部は、その側
壁に穿設した挿入穴に配置した角筒形又は円筒形のマン
ホール用構造体の胴部上からマンホール用構造体挿入穴
箇所を経て筒状中間部側壁上に至る領域を繊維強化プラ
スチック用熱硬化性組成物で被覆し樹脂硬化させて接着
固定した構造であって、かつ該被覆層による筒状中間部
側壁上における被覆領域が、マンホール用構造体挿入穴
箇所を基点として、角筒形マンホールにあってはその開
口部における中心点から縦横両辺までの距離の1.0〜
1.5倍の距離に相当する領域であり、また円筒形マン
ホールにあっては、その開口部における半径の1.0〜
1.5倍の距離に相当する領域であり、さらに該被覆領
域における被覆層の厚さが筒状中間部側壁の厚さの1.
5〜2.5倍とされていることを特徴とする、繊維強化
プラスチック製多段式塔槽。
(1) A multi-stage fiber tank made of fiber reinforced plastic having a tower tank portion consisting of a cylindrical intermediate portion provided with an upper tank and a manhole and a lower tank, wherein the cylindrical intermediate portion is provided on a side wall thereof. The area from the trunk of the square or cylindrical manhole structure placed in the drilled insertion hole, through the manhole structure insertion hole to the cylindrical middle side wall is thermoset for fiber reinforced plastic. The structure is coated with the composition, cured with a resin, and adhered and fixed, and the coating region on the cylindrical intermediate side wall with the coating layer is aligned with the rectangular cylindrical manhole starting from the manhole structure insertion hole. 1.0 to the distance from the center point of the opening to both the vertical and horizontal sides.
It is an area equivalent to 1.5 times the distance, and in the case of a cylindrical manhole, the radius of the opening at the opening is 1.0 to 1.0.
This is a region corresponding to a distance of 1.5 times, and the thickness of the coating layer in the coating region is 1.1 of the thickness of the cylindrical intermediate portion side wall.
A multi-stage tower tank made of fiber reinforced plastic, characterized in that the ratio is 5 to 2.5 times.

【0010】(2) 前記上部槽とマンホールを備えた筒状
中間部と下部槽とよりなる塔槽部分は、繊維強化プラス
チック製上部槽の胴部の下部と一体的に形成されている
下部筒状構造部の先端部と、繊維強化プラスチック製下
部槽の胴部の上部と一体的に形成されている上部筒状構
造部の先端部とを接合して上部槽と下部槽との間に筒状
中間部を形成し、ついで前記マンホール用構造体を取り
付けて形成されている塔槽部分であることを特徴とす
る、(1) 項に記載の繊維強化プラスチック製多段式塔
槽。
[0010] (2) The tower tank portion comprising the upper tank, a tubular intermediate portion having a manhole, and a lower tank is a lower cylinder integrally formed with the lower part of the body of the upper tank made of fiber reinforced plastic. The tip of the tubular structure is joined to the tip of the upper tubular structure integrally formed with the upper part of the body of the lower tank made of fiber-reinforced plastic, and a cylinder is formed between the upper tank and the lower tank. The multistage tower tank made of fiber-reinforced plastic according to item (1), characterized in that the tower tank section is formed by forming a shape-like intermediate portion and then attaching the manhole structure.

【0011】(3) 繊維強化プラスチック製上部槽の胴部
の下部と一体的に形成されている下部筒状構造部の先端
部と、繊維強化プラスチック製下部槽の胴部の上部と一
体的に形成されている上部筒状構造部の先端部とを接合
して上部槽と下部槽の間に筒状中間部を有する塔槽部分
を形成する工程、該筒状中間部の側壁にマンホール用構
造体挿入穴を穿設して角筒形又は円筒形のマンホール用
構造体を挿入し、仮止めする工程、該マンホール用構造
体の胴部上からマンホール用構造体挿入穴箇所を経て前
記筒状中間部の側壁上に至る領域に繊維強化プラスチッ
ク用熱硬化性組成物による被覆層を形成し、その際、筒
状中間部側壁上には、マンホール用構造体挿入穴箇所を
基点として、角筒形マンホールにあってはその開口部に
おける中心点より縦横両辺までの距離の1.0〜1.5
倍に相当する距離までの領域に対して、また円筒形マン
ホールにあってはその開口部における半径の1.0〜
1.5倍の距離までの領域に対して、該中間部側壁の厚
さの1.5〜2.5倍の厚さの被覆層を形成する工程、
ついで、該被覆層中の熱硬化性樹脂の硬化によって該マ
ンホール構造体を該筒状中間部側壁に接着固定する工
程、を有することを特徴とする繊維強化プラスチック製
の多段式塔槽の製造方法。
(3) The tip of the lower tubular structure formed integrally with the lower part of the body of the upper tank made of fiber-reinforced plastic, and the upper part of the body of the lower tank made of fiber-reinforced plastic integrally. Forming a tower section having a tubular intermediate portion between the upper tank and the lower tank by joining the tip portion of the formed upper tubular structure to a structure for manholes on a side wall of the tubular intermediate section; A step of drilling a body insertion hole to insert a rectangular cylindrical or cylindrical manhole structure and temporarily fixing the same, and a step of inserting the manhole structure through a manhole structure insertion hole from above the trunk of the manhole structure. A coating layer made of a thermosetting composition for fiber-reinforced plastic is formed in a region extending over the side wall of the intermediate portion. At this time, on the side wall of the cylindrical intermediate portion, a rectangular tube In the case of a shaped manhole, it is vertical from the center point of the opening. 1.0 to 1.5 of the distance to both sides
For a region up to a distance equivalent to twice, and in the case of a cylindrical manhole, a radius of 1.0 to
Forming a coating layer having a thickness of 1.5 to 2.5 times the thickness of the intermediate side wall for a region up to 1.5 times the distance,
And a step of bonding and fixing the manhole structure to the side wall of the tubular intermediate portion by curing the thermosetting resin in the coating layer. .

【0012】(4) 前記上部槽の下部筒状構造部の先端部
と下部槽の上部筒状構造部の先端部とを接合する工程
は、両槽の筒状構造部の一方の先端部を環状スピゴット
構造とし、他方の先端部を環状溝からなるソケット構造
として両先端部を接合し、該接合部の内外面を繊維強化
プラスチック用熱硬化性組成物で被覆し、樹脂硬化させ
る工程であることを特徴とする、(3) 項記載の繊維強化
プラスチック製の多段式塔槽の製造方法。
(4) The step of joining the distal end of the lower tubular structure of the upper tank to the distal end of the upper tubular structure of the lower tank may include the step of joining one distal end of the tubular structure of both tanks. This step is a step of joining the two end portions as an annular spigot structure, joining the other end portions as a socket structure composed of an annular groove, covering the inner and outer surfaces of the joined portion with a thermosetting composition for fiber-reinforced plastic, and curing the resin. (3) The method for producing a multi-stage tower tank made of fiber-reinforced plastic according to (3).

【0013】[0013]

【発明の実施の形態】本発明のFRP製の多段式塔槽1
は、槽の積み重ね段数に制限はないが、通常は図1に示
すような2段式塔槽であり、代表的例では、上下の槽間
に内部に出入り可能なマンホール8が設けられている筒
状中間部4を有している。この筒状中間部4は、上部槽
2の下部筒状構造部2’の先端部と下部槽3の上部筒状
構造部3’の先端部とを接合することによって形成され
る空間部分であることが好ましい。
BEST MODE FOR CARRYING OUT THE INVENTION A multistage column tank 1 made of FRP according to the present invention.
Although there is no limitation on the number of stacking stages of the tank, it is usually a two-stage tower tank as shown in FIG. 1, and in a typical example, a manhole 8 capable of entering and leaving inside is provided between upper and lower tanks. It has a tubular intermediate part 4. The tubular intermediate portion 4 is a space formed by joining the tip of the lower tubular structure 2 ′ of the upper tank 2 to the tip of the upper tubular structure 3 ′ of the lower tank 3. Is preferred.

【0014】筒状中間部4は、上記したように上部槽2
の下部筒状構造部2’と下部槽3の上部筒状構造部3’
とを接合することによって形成できるが、形成される筒
状中間部4の側壁部分に設置されるマンホール8は、マ
ンホールが設置される部分となる上記上部槽2の下部筒
状構造部2’か下部槽3の上部筒状構造部3’に、予め
取り付けられていてもよいし、上部槽2の下部筒状構造
部2’と下部槽3の上部筒状構造部3’とを接合するこ
とによって筒状中間部4を形成したのち、該空間部の側
壁部分に挿入用穴8’を穿設し、ついでマンホール部材
を挿入、固着することによって取付けられていてもよ
い。
As described above, the cylindrical intermediate portion 4 is
Of the lower cylindrical structure 2 'and the upper cylindrical structure 3' of the lower tank 3
The manhole 8 provided on the side wall portion of the formed cylindrical intermediate portion 4 is formed by joining the lower cylindrical structure portion 2 ′ of the upper tank 2 where the manhole is provided. It may be attached to the upper tubular structure 3 ′ of the lower tank 3 in advance, or may be joined to the lower tubular structure 2 ′ of the upper tank 2 and the upper tubular structure 3 ′ of the lower tank 3. After the cylindrical intermediate portion 4 is formed, an insertion hole 8 ′ may be formed in a side wall portion of the space portion, and then the manhole member may be inserted and fixed.

【0015】本発明の方法におけるFRP成形用熱硬化
性組成物によるマンホールの取付け作業は、多段式塔槽
の筒状中間部の該マンホール設置箇所を構成する筒状体
部分に穿設した挿入穴にマンホール部材を挿入し、仮止
めした状態でマンホール胴部上から挿入穴箇所をとおっ
て筒状体部分の外壁上の所定領域までを覆うように、F
RP成形用熱硬化性組成物を積層し、樹脂を硬化させる
操作を繰り返して所定厚さまでFRP層を積層する作業
である。このような積層FRP層を形成する作業は、特
に熟練を要する作業ではなく、したがって、確実に予定
された取付け強度を有するマンホール部を形成できる作
業である。
[0015] In the method of the present invention, the manhole mounting operation using the thermosetting composition for FRP molding is performed by inserting an insertion hole formed in a cylindrical body portion of a cylindrical intermediate portion of a multi-stage tower having the manhole installation position. The manhole member is inserted into the manhole body, and the manhole body is covered with the insertion hole from the top of the manhole body so as to cover a predetermined area on the outer wall of the cylindrical body portion.
This is an operation of laminating the thermosetting composition for RP molding and repeating the operation of curing the resin to laminate the FRP layer to a predetermined thickness. The operation of forming such a laminated FRP layer is not an operation requiring special skill, and is therefore an operation capable of reliably forming a manhole portion having a predetermined mounting strength.

【0016】上記の作業で、所望の取付け強度を有する
マンホール部を形成すると同時に、本発明では、同様の
積層FRP層を所定の領域にわたって形成することによ
って筒状中間部全体の強度を補強することをも目的とす
るものである。このような筒状中間部の側壁強度を補強
する目的のためには、本発明の方法で形成されるFRP
積層による被覆領域の広さと被覆層の厚さは、その中間
筒状空間部の側壁部分において、マンホール部材挿入穴
箇所から、マンホール部材の直径に対応するように切り
欠かれている側壁の穴の大きさと、切り欠かれている筒
状中間部の側壁(胴部)の厚さによって定まる。
In the above operation, at the same time as forming a manhole portion having a desired mounting strength, the present invention reinforces the strength of the entire cylindrical intermediate portion by forming a similar laminated FRP layer over a predetermined region. Is also intended. For the purpose of reinforcing the side wall strength of such a tubular intermediate portion, the FRP formed by the method of the present invention is used.
The area of the covering area by the lamination and the thickness of the covering layer are different from those of the hole in the side wall which is cut out from the manhole member insertion hole at the side wall portion of the intermediate cylindrical space so as to correspond to the diameter of the manhole member. It is determined by the size and the thickness of the side wall (trunk) of the cut-out cylindrical intermediate portion.

【0017】すなわち、筒状中間部の側壁面を被覆する
領域は、マンホール部材が円筒形である場合も角筒形で
ある場合も略同一であり、図2の(a)に示すように、
マンホール挿入穴8’の箇所を基点として、角筒形マン
ホールにあっては中心点から縦横両辺までの距離
(a),(b)に対して、(n×a),(n×b)の領
域9であり、また、円形マンホールにあっては、図2の
(b)に示すように、その半径(c)に対して(n×
c)の領域9である。本発明においては、いずれの場合
もn=1.0〜1.5である場合の距離の領域である。
また該筒状中間部側壁上の被覆領域9における被覆層の
厚さは、いずれの場合にも該側壁の厚さの1.5〜2.
5倍である。該被覆領域9を決定する数値nが1.5を
越える領域に被覆層を拡げてさらにマンホール取付け強
度を上げる必要はない。また、該数値nが1.0未満で
あると、取付け強度が不足するおそれがあるため好まし
くない。
That is, the region covering the side wall surface of the cylindrical intermediate portion is substantially the same regardless of whether the manhole member is cylindrical or rectangular, and as shown in FIG.
Starting from the position of the manhole insertion hole 8 ′, in the case of a rectangular cylindrical manhole, the distances (a) and (b) from the center point to both the vertical and horizontal sides are (n × a) and (n × b). In the case of a circular manhole, as shown in FIG.
This is the area 9 in c). In the present invention, in any case, it is a distance region where n = 1.0 to 1.5.
In each case, the thickness of the coating layer in the coating region 9 on the side wall of the cylindrical intermediate portion is 1.5 to 2.
5 times. It is not necessary to further increase the manhole attachment strength by extending the coating layer to a region where the numerical value n for determining the coating region 9 exceeds 1.5. If the value n is less than 1.0, the mounting strength may be insufficient, which is not preferable.

【0018】マンホール取付け箇所周囲を被覆する被覆
層の厚さは、マンホール設置のために切り欠かれた側壁
部分によって生じる強度低下を保証することができる厚
さであり、該側壁部分の厚さの1.5〜2.5倍である
ことが好ましい。2.5倍を越える厚さの被覆層を積層
することによって強度をより向上させることはできる
が、必要とする強度を越えてFRP積層をしてもコスト
上昇に見合う効果は期待できない。また、1.5倍未満
では、所望の強度を確保できないおそれが生じることか
ら好ましくない。
The thickness of the coating layer that covers the periphery of the manhole attachment point is a thickness that can guarantee a reduction in strength caused by the side wall portion cut out for manhole installation. Preferably it is 1.5 to 2.5 times. Although the strength can be further improved by laminating a coating layer having a thickness more than 2.5 times, even if the FRP lamination exceeds the required strength, an effect corresponding to the increase in cost cannot be expected. On the other hand, if it is less than 1.5 times, a desired strength may not be secured, which is not preferable.

【0019】以上のようなマンホールの取付け方法によ
り、多段式塔槽の槽間部にマンホールを設置するために
設けた切り欠きを適正な手段によって補強することが可
能となり、槽間作業性を阻害することなく、低コストで
地震や自重等の外力に対して本体と同等な強度を備える
槽間筒状中間部を構成することができる。
According to the above manhole mounting method, the notch provided for installing the manhole in the space between the tanks of the multi-stage tower tank can be reinforced by appropriate means, and the workability between the tanks is hindered. It is possible to construct the intermediate section between tanks at low cost and having the same strength as the main body against external force such as earthquake or own weight at low cost.

【0020】[0020]

【実施例】通常のFRP槽を製作する方法にしたがっ
て、表1に示す寸法の2段式塔槽を試験用として製作し
た。表2に示すように、槽間胴部(筒状中間部)に設置
したマンホールに対して、FRPオーバーレイによる被
覆領域及び被覆厚さを変えた塔槽を製作して試験に供し
た。なお、胴部の肉厚は加震試験時に槽間のマンホール
の槽間胴部に破壊が生じるように、通常の肉厚の半分の
肉厚とした。
EXAMPLE A two-stage tower tank having the dimensions shown in Table 1 was manufactured for testing in accordance with a method for manufacturing a normal FRP tank. As shown in Table 2, with respect to manholes installed in the trunk between the tanks (cylindrical intermediate part), a tower tank in which the coating region and the coating thickness by the FRP overlay were changed was manufactured and subjected to a test. In addition, the thickness of the body was set to half the normal thickness so that the manhole between the tanks would be broken during the vibration test.

【0021】加震試験は、加震機の水平震度を徐々に増
大させ、槽間のマンホール部で破壊が発生した時点の水
平震度の比で評価した。すなわち、槽間にマンホールを
設置しない場合の槽間胴部の水平震度に対する破壊荷重
を1とし、これに対する各槽のマンホールを設置した筒
状中間部の試験破壊震度の比率を求めた。結果を図5に
示した。図5に示す試験の結果、この比率(縦軸)が
1.0以下の値のケースでは全てマンホール部の破壊が
発生した。この比率(縦軸)が0.9以上であることを
目処に、図5に示す結果から、本発明のFRP被覆部の
被覆領域の範囲及び被覆厚さを設定した。
In the shake test, the horizontal seismic intensity of the shaker was gradually increased, and the evaluation was made based on the ratio of the horizontal seismic intensity at the time of the occurrence of the rupture in the manhole between the tanks. That is, the breaking load with respect to the horizontal seismic intensity of the body between the tanks when no manhole was installed between the tanks was set to 1, and the ratio of the test breaking seismic intensity of the cylindrical intermediate portion where the manhole was installed to each tank was calculated. The results are shown in FIG. As a result of the test shown in FIG. 5, in the case where this ratio (vertical axis) was a value of 1.0 or less, all the manhole portions were broken. Based on the result that the ratio (vertical axis) is 0.9 or more, the range and the coating thickness of the coating region of the FRP coating portion of the present invention were set from the results shown in FIG.

【0022】なお、口径600mmのフラット型円筒形
マンホールを槽間胴部に設置する場合について、本発明
では補強肉厚比を1.5とし、開口部補強寸法領域をマ
ンホール半径と同一としてマンホールを取付け、一方比
較のためにマンホール内側にリブをつけて補強する方式
でマンホールを取付けて、両者の製造コスト(材料費及
び製作時間)の現時点での比較を、本発明の取付け方法
のコストを1として行った結果は、リブ補強方式の材料
費は1.7で、製作時間は2.3であった。
In the case where a flat cylindrical manhole having a diameter of 600 mm is installed in the body between the tanks, in the present invention, the reinforcing wall thickness ratio is set to 1.5, the opening reinforcing dimension area is made equal to the manhole radius, and the manhole is formed. For comparison, the manhole was attached by a method of reinforcing the inside of the manhole with a rib for comparison, and the production cost (material cost and production time) of the two at the present time was compared with that of the attachment method of the present invention by one. As a result, the material cost of the rib reinforcement method was 1.7 and the production time was 2.3.

【0023】[0023]

【表1】 [Table 1]

【0024】[0024]

【表2】 [Table 2]

【0025】[0025]

【発明の効果】以上に説明したとおり、本発明の槽間胴
部(筒状中間部)のマンホール設置箇所におけるFRP
被覆領域の数値範囲と被覆層の厚さの数値範囲を選択す
ることが、該槽間胴部のマンホール取付け部の補強効果
において優れた結果を示すことが明らかである。
As described above, the FRP in the manhole-installed portion of the body between the tanks (middle portion of the cylinder) of the present invention as described above.
It is clear that selecting the numerical range of the coating area and the numerical range of the thickness of the coating layer shows excellent results in the reinforcing effect of the manhole attachment portion of the trunk between the tanks.

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

【図1】本発明の2段式塔槽の側面図。FIG. 1 is a side view of a two-stage column tank of the present invention.

【図2】角筒形及び円筒形マンホール周囲のFRP補強
被覆層の配置領域を示す図。
FIG. 2 is a diagram showing an arrangement region of an FRP reinforcing coating layer around a square cylindrical and cylindrical manhole.

【図3】従来のリブ補強図。FIG. 3 is a conventional rib reinforcement diagram.

【図4】従来のリブ補強図。FIG. 4 is a conventional rib reinforcement diagram.

【図5】筒状中間部における被覆層領域及び被覆層厚さ
と破壊強度の関係図。
FIG. 5 is a diagram showing a relationship between a coating layer region and a coating layer thickness in a cylindrical intermediate portion and a breaking strength.

【符号の説明】[Explanation of symbols]

1:多段式塔槽、2:上部槽、2’:下部筒状構造部、
3:下部槽、3’:上部筒状構造部、4:筒状中間部、
5:接合部、6:通気管、7:マンホール、8,12:
筒状中間部のマンホール、8’:挿入用穴、9:FRP
被覆領域、10:外部リブ、11:内部リブ、13:フ
ラット型マンホール、14:取出し管
1: multi-stage tower tank, 2: upper tank, 2 ': lower tubular structure,
3: lower tank, 3 ': upper tubular structure part, 4: tubular middle part,
5: joint, 6: vent pipe, 7: manhole, 8, 12:
Manhole in the middle of the tube, 8 ': hole for insertion, 9: FRP
Covering area, 10: external rib, 11: internal rib, 13: flat manhole, 14: extraction pipe

───────────────────────────────────────────────────── フロントページの続き (72)発明者 望月 広道 静岡県富士市前田90番地 富士化工株式会 社内 Fターム(参考) 3E070 AA03 AB10 BF01 DA08 GB04 GB14 KA11 KB02 KB06 KC02 PA04 PA06 RA02 RA03 TA06 VA01  ──────────────────────────────────────────────────の Continuing on the front page (72) Inventor Hiromichi Mochizuki 90 Maeda, Fuji City, Shizuoka Prefecture Fuji Chemical Co., Ltd.F-term (reference) 3E070 AA03 AB10 BF01 DA08 GB04 GB14 KA11 KB02 KB06 KC02 PA04 PA06 RA02 RA03 TA06 VA01

Claims (4)

【特許請求の範囲】[Claims] 【請求項1】 上部槽とマンホールを備えた筒状中間部
と下部槽とよりなる塔槽部分を有する繊維強化プラスチ
ック製多段式塔槽であって、該筒状中間部は、その側壁
に穿設した挿入穴に配置した角筒形又は円筒形のマンホ
ール用構造体の胴部上からマンホール用構造体挿入穴箇
所を経て筒状中間部側壁上に至る領域を繊維強化プラス
チック用熱硬化性組成物で被覆し樹脂硬化させて接着固
定した構造であって、かつ該被覆層による筒状中間部側
壁上における被覆領域が、マンホール用構造体挿入穴箇
所を基点として、角筒形マンホールにあってはその開口
部における中心点から縦横両辺までの距離の1.0〜
1.5倍の距離に相当する領域であり、また円筒形マン
ホールにあっては、その開口部における半径の1.0〜
1.5倍の距離に相当する領域であり、さらに該被覆領
域における被覆層の厚さが筒状中間部側壁の厚さの1.
5〜2.5倍とされていることを特徴とする、繊維強化
プラスチック製多段式塔槽。
1. A fiber-reinforced plastic multi-stage tower tank having a tower tank section comprising an upper tank, a cylindrical intermediate section having a manhole, and a lower tank, wherein the cylindrical intermediate section is formed on a side wall thereof. The thermosetting composition for fiber reinforced plastic covers the area from the body of the rectangular or cylindrical manhole structure placed in the provided insertion hole to the middle intermediate wall through the manhole structure insertion hole. In a rectangular tube-shaped manhole, the covering region on the cylindrical intermediate side wall by the covering layer is a manhole structure insertion hole as a base point. Is 1.0 to 1.0 of the distance from the center point in the opening to both the vertical and horizontal sides.
It is an area equivalent to 1.5 times the distance, and in the case of a cylindrical manhole, the radius of the opening at the opening is 1.0 to 1.0.
This is a region corresponding to a distance of 1.5 times, and the thickness of the coating layer in the coating region is 1.1 of the thickness of the cylindrical intermediate portion side wall.
A multi-stage tower tank made of fiber reinforced plastic, characterized in that the ratio is 5 to 2.5 times.
【請求項2】 前記上部槽とマンホールを備えた筒状中
間部と下部槽とよりなる塔槽部分は、繊維強化プラスチ
ック製上部槽の胴部の下部と一体的に形成されている下
部筒状構造部の先端部と、繊維強化プラスチック製下部
槽の胴部の上部と一体的に形成されている上部筒状構造
部の先端部とを接合して上部槽と下部槽との間に筒状中
間部を形成し、ついで前記マンホール用構造体を取り付
けて形成されている塔槽部分であることを特徴とする、
請求項1に記載の繊維強化プラスチック製多段式塔槽。
2. A tower tank portion comprising an upper tank, a tubular intermediate portion having a manhole, and a lower tank, is a lower cylindrical member integrally formed with a lower portion of a body of a fiber reinforced plastic upper tank. The distal end of the structural part is joined to the distal end of the upper tubular structure that is integrally formed with the upper part of the body of the lower tank made of fiber-reinforced plastic, and a cylindrical shape is formed between the upper tank and the lower tank. Forming an intermediate portion, and then a tower tank portion formed by attaching the manhole structure,
The fiber-reinforced plastic multistage tower tank according to claim 1.
【請求項3】 繊維強化プラスチック製上部槽の胴部の
下部と一体的に形成されている下部筒状構造部の先端部
と、繊維強化プラスチック製下部槽の胴部の上部と一体
的に形成されている上部筒状構造部の先端部とを接合し
て上部槽と下部槽の間に筒状中間部を有する塔槽部分を
形成する工程、 該筒状中間部の側壁にマンホール用構造体挿入穴を穿設
して角筒形又は円筒形のマンホール用構造体を挿入し、
仮止めする工程、 該マンホール用構造体の胴部上からマンホール用構造体
挿入穴箇所を経て前記筒状中間部の側壁上に至る領域に
繊維強化プラスチック用熱硬化性組成物による被覆層を
形成し、その際、筒状中間部側壁上には、マンホール用
構造体挿入穴箇所を基点として、角筒形マンホールにあ
ってはその開口部における中心点より縦横両辺までの距
離の1.0〜1.5倍に相当する距離までの領域に対し
て、また円筒形マンホールにあってはその開口部におけ
る半径の1.0〜1.5倍の距離までの領域に対して、
該中間部側壁の厚さの1.5〜2.5倍の厚さの被覆層
を形成する工程、 ついで、該被覆層中の熱硬化性樹脂の硬化によって該マ
ンホール構造体を該筒状中間部側壁に接着固定する工
程、を有することを特徴とする繊維強化プラスチック製
の多段式塔槽の製造方法。
3. A tip portion of a lower tubular structure portion integrally formed with a lower portion of a body portion of a fiber-reinforced plastic upper tank, and integrally formed with an upper portion of a body portion of the fiber-reinforced plastic lower tank. Forming a tower tank portion having a cylindrical intermediate portion between the upper tank and the lower tank by joining the tip portion of the upper cylindrical structure portion, and a manhole structure on a side wall of the cylindrical intermediate portion. Drill an insertion hole and insert a rectangular or cylindrical manhole structure,
Temporarily fixing, forming a coating layer of a thermosetting composition for fiber-reinforced plastic on a region extending from a body portion of the manhole structure to a side wall of the tubular intermediate portion through a manhole structure insertion hole. At that time, on the side wall of the cylindrical intermediate portion, starting from the insertion hole of the structure for manhole as a base point, in the case of a rectangular cylindrical manhole, the distance from the center point of the opening to both the vertical and horizontal sides is 1.0 to 1.0. For an area up to a distance equivalent to 1.5 times, and for a cylindrical manhole, an area up to a distance of 1.0 to 1.5 times the radius at the opening,
Forming a coating layer having a thickness of 1.5 to 2.5 times the thickness of the side wall of the intermediate portion; and then curing the manhole structure by curing the thermosetting resin in the coating layer. A method of manufacturing a multi-stage tower tank made of fiber-reinforced plastic, comprising a step of bonding and fixing to a side wall.
【請求項4】 前記上部槽の下部筒状構造部の先端部と
下部槽の上部筒状構造部の先端部とを接合する工程は、
両槽の筒状構造部の一方の先端部を環状スピゴット構造
とし、他方の先端部を環状溝からなるソケット構造とし
て両先端部を接合し、該接合部の内外面を繊維強化プラ
スチック用熱硬化性組成物で被覆し、樹脂硬化させる工
程であることを特徴とする、請求項3記載の繊維強化プ
ラスチック製の多段式塔槽の製造方法。
4. The step of joining the tip of the lower tubular structure of the upper tank and the tip of the upper tubular structure of the lower tank,
One end of the cylindrical structure of both tanks is an annular spigot structure, the other end is a socket structure consisting of an annular groove, and both ends are joined, and the inner and outer surfaces of the joint are thermoset for fiber reinforced plastic 4. The method for producing a fiber-reinforced plastic multi-stage tower tank according to claim 3, wherein the step is a step of coating with a conductive composition and curing the resin.
JP29982199A 1999-10-21 1999-10-21 Multistage tower and tank and fabrication method thereof Pending JP2001122387A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP29982199A JP2001122387A (en) 1999-10-21 1999-10-21 Multistage tower and tank and fabrication method thereof

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP29982199A JP2001122387A (en) 1999-10-21 1999-10-21 Multistage tower and tank and fabrication method thereof

Publications (1)

Publication Number Publication Date
JP2001122387A true JP2001122387A (en) 2001-05-08

Family

ID=17877339

Family Applications (1)

Application Number Title Priority Date Filing Date
JP29982199A Pending JP2001122387A (en) 1999-10-21 1999-10-21 Multistage tower and tank and fabrication method thereof

Country Status (1)

Country Link
JP (1) JP2001122387A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108916512A (en) * 2018-08-01 2018-11-30 南京新核复合材料有限公司 A kind of glass steel storage tank adapter tube with Wrapping formed panel reinforcement

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108916512A (en) * 2018-08-01 2018-11-30 南京新核复合材料有限公司 A kind of glass steel storage tank adapter tube with Wrapping formed panel reinforcement

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