JP4182020B2 - Tank bottom inner corner structure and construction method thereof - Google Patents

Tank bottom inner corner structure and construction method thereof Download PDF

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Publication number
JP4182020B2
JP4182020B2 JP2004104115A JP2004104115A JP4182020B2 JP 4182020 B2 JP4182020 B2 JP 4182020B2 JP 2004104115 A JP2004104115 A JP 2004104115A JP 2004104115 A JP2004104115 A JP 2004104115A JP 4182020 B2 JP4182020 B2 JP 4182020B2
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side wall
liner plate
space
cement
tank
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JP2005289405A (en
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純一 嶋村
眞輝 山下
丈能 西崎
智樹 牛田
文男 鎌田
渡 小田
英晃 中村
信美 烏野
良郎 溝口
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Obayashi Corp
IHI Corp
Osaka Gas Co Ltd
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Obayashi Corp
IHI Corp
Osaka Gas Co Ltd
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本発明はタンク底部内側コーナ部構造及びその建造方法に関するものである。   The present invention relates to a tank bottom inner corner structure and a construction method thereof.

図2に示すように、例えば、PC低温タンクにおけるコンクリート製の底部床1と、該底部床1の上面に設けられた円筒形状でコンクリート製の側壁2とにより形成される底部内側コーナ部には、タンク外湿分の侵入を防ぐために、ライナプレート3が設けられるようになっている。ライナプレート3は、タンク中心側から側壁2内周側に向かい昇り傾斜となる傾斜部3aと、傾斜部3aの下端から底部床1上面に沿い水平に延在する水平部3bと、傾斜部3aの上端から側壁2内周に沿い上方へ延在する鉛直部3cとを備えている。   As shown in FIG. 2, for example, a bottom inner corner formed by a concrete bottom floor 1 in a PC low temperature tank and a cylindrical concrete side wall 2 provided on the upper surface of the bottom floor 1 In order to prevent moisture from entering the tank, a liner plate 3 is provided. The liner plate 3 includes an inclined portion 3a that is inclined upward from the tank center toward the inner peripheral side of the side wall 2, a horizontal portion 3b that extends horizontally from the lower end of the inclined portion 3a along the upper surface of the bottom floor 1, and an inclined portion 3a. And a vertical portion 3c extending upward along the inner periphery of the side wall 2.

底部床1には底部ライナアンカ4が設けられており、ライナプレート3の水平部3bの端部は、底部ライナアンカ4に溶接されている。又側壁2には側壁ライナアンカ5が設けられており、ライナプレート3の鉛直部3c上端側は、側壁ライナアンカ5に溶接されている。   A bottom liner anchor 4 is provided on the bottom floor 1, and an end of the horizontal portion 3 b of the liner plate 3 is welded to the bottom liner anchor 4. A side wall liner anchor 5 is provided on the side wall 2, and an upper end side of the vertical portion 3 c of the liner plate 3 is welded to the side wall liner anchor 5.

而して、底部床1及び側壁2並びにライナプレート3の傾斜部3aにより内部空間6が形成されており、内部空間6にはライナプレート3を型枠として使用することにより、セメント系充填材を充填し、補強部7を形成し得るようになっている。ライナプレート3の傾斜部3aには、側壁2の円周方向へ所定の間隔で複数のセメント系充填材充填用排気孔8が設けられている。   Thus, the inner space 6 is formed by the bottom floor 1 and the side wall 2 and the inclined portion 3a of the liner plate 3. In the inner space 6, by using the liner plate 3 as a mold, a cement-based filler is used. The reinforcing part 7 can be formed by filling. The inclined portion 3 a of the liner plate 3 is provided with a plurality of cement filler filling holes 8 at predetermined intervals in the circumferential direction of the side wall 2.

9は底部床1上面に設置された底部ライナプレートであり、底部ライナプレート9の端部は底部ライナアンカ4に溶接されている。10は側壁2内周に貼設した側壁ライナプレートであり、側壁ライナプレート10の下端は側壁ライナアンカ5に溶接されている。   Reference numeral 9 denotes a bottom liner plate installed on the upper surface of the bottom floor 1, and an end of the bottom liner plate 9 is welded to the bottom liner anchor 4. Reference numeral 10 denotes a side wall liner plate attached to the inner periphery of the side wall 2, and the lower end of the side wall liner plate 10 is welded to the side wall liner anchor 5.

上記タンクでは、上述のように、側壁2の円周方向へ所定長さのライナプレート3を設けたら、ライナプレート3の円周方向開口部側から内部空間へセメント系充填材を打設する。セメント系充填材の打設に伴い、内部空間6の空気は複数のセメント系充填材充填用排気孔8から内部空間6の外部に排気される。又、セメント系充填材の充填状態の確認もセメント系充填材充填用排気孔8から行われる。而して、ライナプレート3の設置及び内部空間6内へのセメント系充填材の打設が全周に亘り行われることにより補強部7が形成される。   In the tank, as described above, when the liner plate 3 having a predetermined length is provided in the circumferential direction of the side wall 2, a cement-based filler is placed in the internal space from the circumferential opening side of the liner plate 3. Along with the placement of the cement-based filler, the air in the internal space 6 is exhausted to the outside of the internal space 6 from the plurality of cement-based filler-filling exhaust holes 8. The state of filling of the cement filler is also confirmed from the exhaust hole 8 for filling the cement filler. Thus, the reinforcement portion 7 is formed by installing the liner plate 3 and placing the cement-based filler into the internal space 6 over the entire circumference.

PC低温タンクにおける底部コーナ部の補強構造例としては、例えば特許文献1がある。特許文献1では、底部基礎の周縁部に上方へ突出したリングとリングの内側に可撓性を有するアンカとを夫々設け、このアンカと一体に側壁を形成するようにしているが、本件発明とは直接関連性はない。
特開昭58−98575号公報
As an example of the reinforcing structure of the bottom corner portion in the PC low-temperature tank, there is Patent Document 1, for example. In Patent Document 1, a ring projecting upward at the peripheral edge of the bottom foundation and a flexible anchor are provided inside the ring, and a side wall is formed integrally with the anchor. Are not directly related.
JP 58-98575 A

図2に示すタンクでは、内部空間6にセメント系充填材が充填されたら、セメント系充填材充填用排気孔8の上面に閉塞板11を溶接することにより、セメント系充填材充填用排気孔8は閉塞される。この場合、ライナプレート3の傾斜部3aには、閉塞板11により段状の不連続部が形成される。而して、閉塞板11をライナプレート3の傾斜部3aに溶接すると、傾斜部3aは溶接の影響を受けて歪む。このため、傾斜部3aに閉塞板11による不連続部があると、該ライナプレート構造においては、内外槽間圧力によりライナプレート3に作用する外力をライナプレート3の変形により逃がす機能を十分に達成することができず、強度上好ましくないという問題がある。   In the tank shown in FIG. 2, when the cement-type filler is filled in the internal space 6, the cement-type filler filling exhaust hole 8 is welded to the upper surface of the cement-type filler filling exhaust hole 8. Is blocked. In this case, a stepped discontinuous portion is formed by the closing plate 11 in the inclined portion 3 a of the liner plate 3. Thus, when the closing plate 11 is welded to the inclined portion 3a of the liner plate 3, the inclined portion 3a is distorted under the influence of welding. For this reason, when there is a discontinuous portion due to the closing plate 11 in the inclined portion 3a, the liner plate structure sufficiently achieves the function of releasing the external force acting on the liner plate 3 by the deformation of the liner plate 3 due to the pressure between the inner and outer tanks. There is a problem that it is not possible in terms of strength.

本発明は、上述の実情に鑑み、底部床と側壁との底部内周コーナ部に設けるライナプレートの傾斜部に閉塞板による不連続部が生じないようにして、内外槽間圧力によりライナプレートに作用する外力をライナプレートの変形により逃がす機能を向上させ、タンクの強度を向上させるようにすることを目的としてなしたものである。   In view of the above-mentioned situation, the present invention prevents the discontinuity due to the closing plate from occurring in the inclined portion of the liner plate provided at the bottom inner peripheral corner portion of the bottom floor and the side wall, and the liner plate by the pressure between the inner and outer tanks. The purpose is to improve the function of releasing the acting external force by the deformation of the liner plate and to improve the strength of the tank.

請求項1のタンク底部内側コーナ部構造は、底部床と、該底部床の上面に設けられた側壁とにより形成された底部コーナ部に、ライナプレートを設け、前記底部床及び側壁並びにライナプレートにより形成された空間にセメント系充填材を打設して補強部を形成するようにしたタンク底部内側コーナ部構造において、前記側壁の壁部内に、一端が前記空間に連通し、且つ他端が前記空間以外の空間に連通する排気管を設けたものである。   The tank bottom inner corner portion structure according to claim 1 is provided with a liner plate at a bottom corner portion formed by a bottom floor and a side wall provided on an upper surface of the bottom floor, and the bottom floor and the side wall and the liner plate In the tank bottom inner corner portion structure in which a cement-based filler is placed in the formed space to form a reinforcing portion, one end communicates with the space and the other end is in the wall portion of the side wall. An exhaust pipe communicating with a space other than the space is provided.

請求項2のタンク底部内側コーナ部構造においては、底部床と側壁はコンクリート製であり、請求項3のタンク底部内側コーナ部構造においては、ライナプレートは、底部床から側壁内周側に向かって上り勾配に形成された傾斜部を備えているものである。   In the tank bottom inner corner part structure of claim 2, the bottom floor and the side wall are made of concrete. In the tank bottom inner corner part structure of claim 3, the liner plate is directed from the bottom floor toward the inner peripheral side of the side wall. It is provided with an inclined portion formed in an upward gradient.

請求項4のタンク底部内側コーナ部構造の建造方法は、底部床と、該底部床の上面に設けられた側壁とにより形成された底部コーナ部に、ライナプレートを設け、前記底部床及び側壁並びにライナプレートにより形成された空間にセメント系充填材を打設して補強部を形成する際に、セメント系充填材の打設に伴い前記空間から排気される空気を、一端が前記空間に連通し、且つ他端が前記空間以外の空間に連通するよう側壁の壁部内に設けた排気管を通し排気するものである。   According to a fourth aspect of the present invention, there is provided a method for constructing a tank bottom inner corner portion structure, wherein a liner plate is provided on a bottom corner portion formed by a bottom floor and a side wall provided on an upper surface of the bottom floor, When the cement-based filler is placed in the space formed by the liner plate to form the reinforcing portion, the air exhausted from the space accompanying the placement of the cement-based filler is communicated at one end to the space. And the other end is exhausted through an exhaust pipe provided in the wall portion of the side wall so as to communicate with a space other than the space.

本発明の請求項1〜4記載のタンク底部内側コーナ部構造及びその建造方法によれば、従来必要であったセメント系充填材充填用排気孔及び閉塞板が不要となるため、ライナプレートには不連続部が形成されず、このため、タンクの底部コーナ部において、ライナプレートの変形を阻害する要因が除去され、従って、内外槽間圧力によりライナプレートに作用する外力をライナプレートの変形により逃がす機能が向上して、ライナプレートの強度を向上させることができる、という優れた効果を奏し得る。   According to the tank bottom inner corner structure and the construction method thereof according to the first to fourth aspects of the present invention, the exhaust hole and the closing plate for filling the cement-based filler, which are conventionally required, are not necessary. The discontinuous portion is not formed, and therefore, the factor that hinders the deformation of the liner plate is removed at the bottom corner portion of the tank. Therefore, the external force acting on the liner plate due to the pressure between the inner and outer tanks is released by the deformation of the liner plate. It is possible to obtain an excellent effect that the function is improved and the strength of the liner plate can be improved.

以下、本発明の実施の形態を図示例と共に説明する。
図1は本発明を実施する形態の一例であって、図中、図2と同一の符号を付した部分は同一のものを表しており、基本的な構成は図2に示す従来のものと略同様である。而して、本図示例の特徴とするところは、ライナプレート3の傾斜部3aに形成するセメント系充填材充填用排気孔8及び閉塞板11(図2参照)を設けず、側壁2の壁部内に、一端が底部床1及び側壁2並びにライナプレート3により形成された内部空間6に連通し、他端が内部空間6以外の側壁2により包囲された空間に連通するよう、U字形状のセメント系充填材充填用排気管12が設けられている。
Hereinafter, embodiments of the present invention will be described with reference to the drawings.
FIG. 1 is an example of an embodiment of the present invention. In the figure, the same reference numerals as those in FIG. 2 denote the same parts, and the basic configuration is the same as that of the conventional one shown in FIG. It is substantially the same. Thus, the feature of the illustrated example is that the cemented filler filling exhaust hole 8 and the closing plate 11 (see FIG. 2) formed in the inclined portion 3a of the liner plate 3 are not provided, and the wall of the side wall 2 is provided. A U-shape is formed so that one end communicates with the interior space 6 formed by the bottom floor 1, the sidewall 2 and the liner plate 3, and the other end communicates with a space surrounded by the sidewall 2 other than the interior space 6. An exhaust pipe 12 for filling cement filler is provided.

本図示例では、底部床1と側壁2とにより形成された底部内側コーナ部円周方向へ所定長さのライナプレート3を設けて、水平部3bを底部ライナアンカ4に溶接し、鉛直部3cを側壁ライナアンカ5に溶接し、ライナプレート3の円周方向開口部側(図1の紙面に対し直交する方向)から内部空間6へセメント系充填材を打設する。セメント系充填材の打設に伴い、内部空間6の空気はセメント系充填材充填用排気管12から側壁2で包囲された空間に排気される。而して、底部内側コーナ部全周にライナプレート3を設け、セメント系充填材を打設することにより補強部7が形成される。   In the illustrated example, a liner plate 3 having a predetermined length is provided in the circumferential direction of the bottom inner corner formed by the bottom floor 1 and the side wall 2, the horizontal portion 3b is welded to the bottom liner anchor 4, and the vertical portion 3c is The side wall liner anchor 5 is welded, and a cement filler is placed in the inner space 6 from the circumferential opening side of the liner plate 3 (direction perpendicular to the paper surface of FIG. 1). Along with the placement of the cement-based filler, the air in the internal space 6 is exhausted from the cement-based filler-filling exhaust pipe 12 to the space surrounded by the side wall 2. Thus, the reinforcement plate 7 is formed by providing the liner plate 3 around the entire inner periphery of the bottom and placing the cement filler.

本図示例によれば、従来必要であった図2に示すセメント系充填材充填用排気孔8及び閉塞板11が不要となるため、ライナプレート3の傾斜部3aには不連続部が形成されない。このため、タンクの底部コーナ部において、ライナプレート3の変形を阻害する要因が除去され、従って、内外槽間圧力によりライナプレート3に作用する外力をライナプレート3の変形により逃がす機能が向上して、ライナプレートの強度を向上させることができる。   According to the illustrated example, the cement-based filler filling exhaust hole 8 and the blocking plate 11 shown in FIG. 2, which are necessary in the past, are not required, so that no discontinuous portion is formed in the inclined portion 3 a of the liner plate 3. . For this reason, in the bottom corner portion of the tank, the factor that hinders the deformation of the liner plate 3 is removed. Therefore, the function of releasing the external force acting on the liner plate 3 due to the pressure between the inner and outer tanks by the deformation of the liner plate 3 is improved. The strength of the liner plate can be improved.

なお、本発明はPC低温タンク以外のタンクに対して適用することもできること、その他、本発明の要旨を逸脱しない範囲内において種々変更を加え得ることは勿論である。   It should be noted that the present invention can be applied to tanks other than the PC low temperature tank, and various modifications can be made without departing from the scope of the present invention.

本発明のタンク底部内側コーナ部構造及びその建造方法を説明するための実施の形態の一例を示す断面図である。It is sectional drawing which shows an example of embodiment for demonstrating the tank bottom part inside corner part structure and its construction method of this invention. 従来のタンク底部内側コーナ部構造の一例を示す断面図である。It is sectional drawing which shows an example of the conventional tank bottom part inside corner part structure.

符号の説明Explanation of symbols

1 底部床
2 側壁
3 ライナプレート
3a 傾斜部
6 内部空間(空間)
7 補強部
12 セメント系充填材充填用排気管(排気管)
DESCRIPTION OF SYMBOLS 1 Bottom floor 2 Side wall 3 Liner plate 3a Inclined part 6 Internal space (space)
7 Reinforcement part 12 Cement-based filler filling exhaust pipe (exhaust pipe)

Claims (4)

底部床と、該底部床の上面に設けられた側壁とにより形成された底部コーナ部に、ライナプレートを設け、前記底部床及び側壁並びにライナプレートにより形成された空間にセメント系充填材を打設して補強部を形成するようにしたタンク底部内側コーナ部構造において、前記側壁の壁部内に、一端が前記空間に連通し、且つ他端が前記空間以外の空間に連通する排気管を設けたことを特徴とするタンク底部内側コーナ部構造。   A liner plate is provided on a bottom corner formed by a bottom floor and a side wall provided on the top surface of the bottom floor, and a cement-based filler is placed in the space formed by the bottom floor, the side wall, and the liner plate. In the tank bottom inner corner portion structure that forms the reinforcing portion, an exhaust pipe having one end communicating with the space and the other end communicating with a space other than the space is provided in the wall portion of the side wall. A tank bottom inner corner structure characterized by that. 底部床と側壁はコンクリート製である請求項1記載のタンク底部内側コーナ部構造。   The tank bottom inner corner structure according to claim 1, wherein the bottom floor and the side wall are made of concrete. ライナプレートは、底部床から側壁内周側に向かって上り勾配に形成された傾斜部を備えている請求項1又は2記載のタンク底部内側コーナ部構造。   3. The tank bottom inner corner portion structure according to claim 1, wherein the liner plate includes an inclined portion formed in an upward gradient from the bottom floor toward the inner peripheral side of the side wall. 底部床と、該底部床の上面に設けられた側壁とにより形成された底部コーナ部に、ライナプレートを設け、前記底部床及び側壁並びにライナプレートにより形成された空間にセメント系充填材を打設して補強部を形成する際に、セメント系充填材の打設に伴い前記空間から排気される空気を、一端が前記空間に連通し、且つ他端が前記空間以外の空間に連通するよう側壁の壁部内に設けた排気管を通し排気することを特徴とするタンク底部内側コーナ部構造の建造方法。   A liner plate is provided on a bottom corner formed by a bottom floor and a side wall provided on the top surface of the bottom floor, and a cement-based filler is placed in the space formed by the bottom floor, the side wall, and the liner plate. When forming the reinforcing portion, the side wall is arranged such that one end of the air exhausted from the space as the cement-based filler is placed communicates with the space and the other end communicates with a space other than the space. A method for constructing a tank bottom inner corner portion structure characterized by exhausting through an exhaust pipe provided in the wall portion of the tank.
JP2004104115A 2004-03-31 2004-03-31 Tank bottom inner corner structure and construction method thereof Expired - Fee Related JP4182020B2 (en)

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