JP6497936B2 - Nozzle reinforcement structure for low temperature storage tank - Google Patents

Nozzle reinforcement structure for low temperature storage tank Download PDF

Info

Publication number
JP6497936B2
JP6497936B2 JP2014264002A JP2014264002A JP6497936B2 JP 6497936 B2 JP6497936 B2 JP 6497936B2 JP 2014264002 A JP2014264002 A JP 2014264002A JP 2014264002 A JP2014264002 A JP 2014264002A JP 6497936 B2 JP6497936 B2 JP 6497936B2
Authority
JP
Japan
Prior art keywords
nozzle
reinforcing
circumferential
roof
storage tank
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.)
Active
Application number
JP2014264002A
Other languages
Japanese (ja)
Other versions
JP2016124552A (en
Inventor
大輔 奥井
大輔 奥井
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.)
Kawasaki Motors Ltd
Original Assignee
Kawasaki Jukogyo 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 Kawasaki Jukogyo KK filed Critical Kawasaki Jukogyo KK
Priority to JP2014264002A priority Critical patent/JP6497936B2/en
Publication of JP2016124552A publication Critical patent/JP2016124552A/en
Application granted granted Critical
Publication of JP6497936B2 publication Critical patent/JP6497936B2/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Landscapes

  • Filling Or Discharging Of Gas Storage Vessels (AREA)

Description

本発明は、低温貯槽のノズル補強構造に関する。   The present invention relates to a nozzle reinforcing structure for a low temperature storage tank.

例えば、低温貯槽である地上式のLNGタンクは、内槽と、外槽と、PC防液堤と、内槽と外槽間に充填された断熱材(発泡コンクリートやパーライトなど)を有し、LNGタンクへのLNGの充填や払い出しのための複数のノズル(管部材)が内槽屋根と外槽屋根とを貫通する状態に取り付けられている。   For example, a ground type LNG tank that is a low temperature storage tank has an inner tank, an outer tank, a PC liquid barrier, and a heat insulating material (such as foamed concrete or pearlite) filled between the inner tank and the outer tank, A plurality of nozzles (tube members) for filling and dispensing LNG to and from the LNG tank are attached so as to penetrate the inner tank roof and the outer tank roof.

特許文献1には、平行収縮型のメンブレン構造を有する低温貯槽が記載され、この低温貯槽において、メンブレン構造の強度と気密性確保の観点から、ノズルが屋根部とメンブレン構造を貫通する複数のノズル貫通部が、メンブレン構造のコルゲーションに対して所定の条件を満たすように配設されている。
複数のノズルが内槽屋根と外槽屋根を貫通して上方へ延び、その後水平方向へ延設されている。ノズルには、風荷重や地震荷重や熱収縮/膨張に起因する外力が作用し、これら外力に起因する捩じりモーメントも作用することから、ノズルが内槽屋根を貫通するノズル貫通部において、ノズル補強構造を介してノズルが内槽骨組構造やナックルプレートに連結される。
Patent Document 1 describes a low-temperature storage tank having a parallel-shrink type membrane structure. In this low-temperature storage tank, a plurality of nozzles through which the nozzle penetrates the roof portion and the membrane structure from the viewpoint of ensuring the strength and airtightness of the membrane structure. The penetrating portion is disposed so as to satisfy a predetermined condition for corrugation of the membrane structure.
A plurality of nozzles extend upward through the inner tank roof and the outer tank roof, and then extend in the horizontal direction. Since external force due to wind load, seismic load and thermal contraction / expansion acts on the nozzle, and a torsional moment due to these external forces also acts, in the nozzle penetration part where the nozzle penetrates the inner tank roof, The nozzle is connected to the inner tank frame structure and the knuckle plate through the nozzle reinforcing structure.

図6は、従来のLNGタンクのノズル貫通部100とそのノズル補強構造101の一例を示す図である。内槽屋根200は、内槽屋根板201と、この内槽屋根板201に接合された内槽骨組構造202と、内槽骨組構造202の外周側のナックルプレート203を有し、内槽骨組構造202は、複数のアーチラフター部材204と複数のリング部材(図示略)と周方向補強部材205を有する。   FIG. 6 is a diagram illustrating an example of a nozzle penetration portion 100 and a nozzle reinforcement structure 101 of a conventional LNG tank. The inner tank roof 200 includes an inner tank roof plate 201, an inner tank frame structure 202 joined to the inner tank roof plate 201, and a knuckle plate 203 on the outer peripheral side of the inner tank frame structure 202. 202 includes a plurality of arch rafter members 204, a plurality of ring members (not shown), and a circumferential reinforcing member 205.

ノズル貫通部100は、1対のアーチラフター部材204と、周方向補強部材205と、ナックルプレート203とで囲繞される矩形状領域に設けられている。前記アーチラフター部材204とリング部材と周方向補強部材205は上下1対のフランジと鉛直のウェブを有するH型鋼で構成されている。ノズル補強構造101は、ノズル103に固着された1つの環状のフランジ部材104と、このフランジ部材104を1対のアーチラフター部材204に連結する断面が逆T字型の鋼材からなる1対の補強骨105と、フランジ部材104を周方向補強部材205に連結する前記同様の補強骨106と、フランジ部材104をナックプレート203に連結する前記同様の補強骨107とを有する。   The nozzle penetrating portion 100 is provided in a rectangular region surrounded by a pair of arch rafter members 204, a circumferential reinforcing member 205, and a knuckle plate 203. The arch rafter member 204, the ring member, and the circumferential reinforcing member 205 are made of H-shaped steel having a pair of upper and lower flanges and a vertical web. The nozzle reinforcing structure 101 includes a pair of reinforcing members made of a steel member having an inverted T-shaped cross section that connects one annular flange member 104 fixed to the nozzle 103 and a pair of arch rafter members 204 to the flange member 104. The bone 105, the same reinforcing bone 106 that connects the flange member 104 to the circumferential reinforcing member 205, and the same reinforcing bone 107 that connects the flange member 104 to the nack plate 203 are included.

1対の補強骨105は、周方向向きに配設され、交差状接合部206と交差状接合部207の間のスパン中央部に接合されている。補強骨106は、径方向向きに配設され、交差状接合部206と交差状接合部206の間のスパン中央部に接合されている。   The pair of reinforcing bones 105 are disposed in the circumferential direction, and are joined to the center of the span between the cross joint 206 and the cross joint 207. The reinforcing bone 106 is disposed in the radial direction, and is joined to the center portion of the span between the cross-shaped joint 206 and the cross-shaped joint 206.

特開2003−287198号公報JP 2003-287198 A

図6に示すノズル補強構造101において、各補強骨105の端部は、アーチラフター部材のスパン中央部に接合されているため、ノズル103に例えば外力Fが作用すると、1対のアーチラフター部材204と周方向補強部材205に曲げモーメントが夫々作用し、補強骨105にも曲げモーメントが作用する。同様に、ノズルに外力Fと直交方向の外力が作用すると、1対のアーチラフター部材204と周方向補強部材205に曲げモーメントが作用し、補強骨106,107にも曲げモーメントが作用する。尚、ノズル103に捩じりモーメントMが作用した場合には、その捩じりモーメントMが補強骨105,105,106,107の端部が接合された前記スパン中央部等に曲げモーメントが分散して伝達される。   In the nozzle reinforcing structure 101 shown in FIG. 6, the ends of the reinforcing bones 105 are joined to the center portion of the span of the arch rafter member. Therefore, for example, when an external force F acts on the nozzle 103, A bending moment acts on the circumferential reinforcing member 205 and a bending moment acts on the reinforcing bone 105. Similarly, when an external force perpendicular to the external force F acts on the nozzle, a bending moment acts on the pair of arch rafter members 204 and the circumferential reinforcing member 205, and a bending moment also acts on the reinforcing bones 106 and 107. When a torsional moment M acts on the nozzle 103, the torsional moment M disperses the bending moment at the center of the span where the ends of the reinforcing bones 105, 105, 106, 107 are joined. Is transmitted.

そのため、アーチラフター部材と周方向補強部材と補強骨の荷重条件が厳しくなるので、アーチラフター部材と周方向補強部材と補強骨の剛性・強度を高めるため、それら部材のサイズや板厚を大きくしなければならないので、製作費が高価になる。
本発明は、アーチラフター部材や周方向補強部材や補強骨の荷重条件を緩和可能な低温貯槽のノズル補構造を提供することである。
For this reason, the load conditions of the arch rafter member, the circumferential reinforcing member and the reinforcing bone become stricter. Therefore, in order to increase the rigidity and strength of the arch rafter member, the circumferential reinforcing member and the reinforcing bone, the size and thickness of these members are increased. Because it has to be, the production cost becomes expensive.
This invention is providing the nozzle auxiliary | assistant structure of the low temperature storage tank which can ease the load conditions of an arch rafter member, a circumferential direction reinforcement member, and a reinforcement bone.

請求項1の低温貯槽のノズル補強構造は、低温貯槽の屋根を貫通して底部近傍まで鉛直に延びるノズルであってであって液化天然ガスの積み込みや払い出しのために設けられるノズルを屋根に固定するノズル補強構造において、前記屋根において径方向に延びる2つの径方向固定部材および周方向に延びる2つの周方向固定部材で構成されるノズル固定枠部と、前記ノズル固定枠部の内側空間に配設され且つ前記ノズルに固定されたフランジ部材と、前記フランジ部材を、前記2つの径方向固定部材と2つの周方向固定部材が交差状に接合された4つの交差状接合部のうちの少なくとも3つの交差状接合部に固定的に連結する複数の補強骨とを備えたことを特徴としている。 The nozzle reinforcement structure for a low temperature storage tank according to claim 1 is a nozzle that penetrates the roof of the low temperature storage tank and extends vertically to the vicinity of the bottom, and is fixed to the roof for loading and discharging liquefied natural gas. In the nozzle reinforcing structure, a nozzle fixing frame part constituted by two radial fixing members extending in the radial direction and two circumferential fixing members extending in the circumferential direction on the roof, and an inner space of the nozzle fixing frame part are arranged. A flange member provided and fixed to the nozzle, and at least three of the four cross-shaped joints in which the two radial fixing members and the two circumferential fixing members are joined in a cross shape. And a plurality of reinforcing bones fixedly connected to the two intersecting joints.

請求項2の低温貯槽のノズル補強構造は、請求項1の発明において、前記径方向固定部材が内槽屋根のアーチラフター部材からなり、1つの周方向固定部材が内槽屋根の周方向補強部材からなり、1つの周方向固定部材がナックルプレートからなり、複数の補強骨として4つの補強骨が設けられたことを特徴としている。   The nozzle reinforcing structure for a low temperature storage tank according to claim 2 is the invention according to claim 1, wherein the radial direction fixing member is an arch rafter member of an inner tank roof, and one circumferential direction fixing member is a circumferential direction reinforcing member of the inner tank roof. And one circumferential fixing member is a knuckle plate, and four reinforcing bones are provided as a plurality of reinforcing bones.

請求項3の低温貯槽のノズル補強構造は、請求項1又は2の発明において、前記径方向固定部材と周方向固定部材が上下1対のフランジを有するH型鋼で夫々構成され、前記補強骨の端部が、前記交差状接合部に接合されたブラケットに複数のボルトで締結されることを特徴としている。   The nozzle reinforcing structure for a low temperature storage tank according to claim 3 is the invention of claim 1 or 2, wherein the radial direction fixing member and the circumferential direction fixing member are each made of H-shaped steel having a pair of upper and lower flanges, The end is fastened with a plurality of bolts to a bracket joined to the cross joint.

請求項1の発明によれば、屋根において径方向に延びる2つの径方向固定部材および周方向に延びる2つの周方向固定部材で構成されるノズル固定枠部と、前記ノズル固定枠部の内側空間に配設され且つ液化天然ガスの積み込みや払い出しのために設けられるノズルに固定されたフランジ部材と、前記フランジ部材を、前記2つの径方向固定部材と2つの周方向固定部材が交差状に接合された4つの交差状接合部のうちの少なくとも3つの交差状接合部に固定的に連結する複数の補強骨とを備えたので、ノズルに外力が作用した場合には、複数の補強骨に生じる軸力を介してノズル固定枠部の交差状接合部に伝達される。このようにノズルに作用する外力に起因する曲げモーメントが発生しなくなるため、径方向固定部材や周方向固定部材や補強骨の荷重条件が著しく緩和されるから、その剛性・強度的に有利になり、製作費を低減できる。 According to the first aspect of the present invention, the nozzle fixing frame portion constituted by the two radial fixing members extending in the radial direction and the two circumferential fixing members extending in the circumferential direction on the roof, and the inner space of the nozzle fixing frame portion And a flange member fixed to a nozzle provided for loading and discharging liquefied natural gas, and the flange member, the two radial fixing members and the two circumferential fixing members are joined in a cross shape. A plurality of reinforcing bones fixedly connected to at least three of the four crossed joints formed, so that when an external force acts on the nozzle, the plurality of reinforcing bones are generated. It is transmitted to the cross-shaped joint portion of the nozzle fixing frame portion via an axial force. Since the bending moment due to the external force acting on the nozzle does not occur in this way, the load conditions of the radial direction fixing member, circumferential direction fixing member and reinforcing bone are remarkably eased, which is advantageous in terms of rigidity and strength. , Production costs can be reduced.

尚、ノズルに捩じりモーメントが作用した場合、その捩じりモーメントは少なくとも3つの交差状接合部に分散的に伝達されるが、交差状接合部は十分な剛性・強度を有するため、捩じりモーメントを配慮した構造にする必要はない。   When a torsional moment is applied to the nozzle, the torsional moment is dispersively transmitted to at least three crossed joints. However, since the crossed joints have sufficient rigidity and strength, There is no need for a structure that takes into account the twisting moment.

請求項2の発明によれば、前記径方向固定部材が内槽屋根のアーチラフター部材からなり、1つの周方向固定部材が内槽屋根の周方向補強部材からなり、1つの周方向固定部材がナックルプレートからなり、複数の補強骨として4つの補強骨が設けられたので、アーチラフター部材と周方向補強部材とナックルプレートとでノズル固定枠部を構成し、4つの補強骨によりノズルを強固に補強することができる。   According to invention of Claim 2, the said radial direction fixing member consists of the arch rafter member of an inner tank roof, and one circumferential direction fixing member consists of the circumferential direction reinforcement member of an inner tank roof, and one circumferential direction fixing member is Since it is composed of a knuckle plate and four reinforcing bones are provided as a plurality of reinforcing bones, the nozzle fixing frame portion is configured by the arch rafter member, the circumferential reinforcing member, and the knuckle plate, and the nozzle is strengthened by the four reinforcing bones. Can be reinforced.

請求項3の発明によれば、前記径方向固定部材と周方向固定部材が上下1対のフランジを有するH型鋼で夫々構成され、前記補強骨の端部が、前記交差状接合部に接合されたブラケットに複数のボルトで締結されるため、ノズル補強構造を製作する際の工期を短縮することができる。   According to invention of Claim 3, the said radial direction fixing member and the circumferential direction fixing member are each comprised with the H-shaped steel which has a pair of upper and lower flanges, and the edge part of the said reinforcement bone is joined to the said cross-shaped junction part. Since it is fastened to the bracket with a plurality of bolts, it is possible to shorten the construction period when manufacturing the nozzle reinforcing structure.

本発明の実施例に係る地上式LNGタンクの断面図である。It is sectional drawing of the ground type LNG tank concerning the Example of this invention. LNGタンクの内槽屋根の要部の底面図である。It is a bottom view of the principal part of the inner tank roof of an LNG tank. 内槽屋根の要部とノズル補強構造の底面図である。It is a bottom view of the principal part of an inner tank roof, and a nozzle reinforcement structure. 図3のノズル補強構造のブラケットを示す底面図である。It is a bottom view which shows the bracket of the nozzle reinforcement structure of FIG. 内槽屋根の要部とノズル補強構造の底面図である。It is a bottom view of the principal part of an inner tank roof, and a nozzle reinforcement structure. 従来技術に係る図5相当図である。FIG. 6 is a view corresponding to FIG. 5 according to the prior art.

本発明を実施するための形態について、実施例に基づいて説明する。   EMBODIMENT OF THE INVENTION The form for implementing this invention is demonstrated based on an Example.

図1に示すように、低温貯槽である地上式LNGタンク1は、内槽2、外槽3、PC防液堤4、内槽底板2aと外槽底板3a間の断熱材5(発泡コンクリート)、内槽側板2bと外槽側板3b間の空間と内槽屋根2cと外槽屋根3c間の空間に充填された粉状の断熱材6(パーライト)とを有するものである。   As shown in FIG. 1, a ground type LNG tank 1, which is a low temperature storage tank, includes an inner tank 2, an outer tank 3, a PC liquid barrier 4, a heat insulating material 5 (foamed concrete) between the inner tank bottom plate 2a and the outer tank bottom plate 3a. The space between the inner tank side plate 2b and the outer tank side plate 3b and the powdery heat insulating material 6 (pearlite) filled in the space between the inner tank roof 2c and the outer tank roof 3c are provided.

このLNGタンク1には、LNGの積み込みや払い出しの為の複数のノズル10が内槽屋根2cと外槽屋根3cを貫通して底部近傍まで鉛直に延びる状態に設けられている。
ノズル10の下部が平面視V形の支持部材11により内槽側板2bに固定され、外槽屋根3cの外側には、ノズル10に外嵌されてノズル10と外槽屋根3cに接合された金属製の蛇腹付き筒部材12が設けられている。
In this LNG tank 1, a plurality of nozzles 10 for loading and discharging LNG are provided in a state of extending vertically through the inner tank roof 2c and the outer tank roof 3c to the vicinity of the bottom.
The lower part of the nozzle 10 is fixed to the inner tank side plate 2b by a V-shaped support member 11 in plan view, and the metal that is externally fitted to the nozzle 10 and joined to the nozzle 10 and the outer tank roof 3c outside the outer tank roof 3c. A cylindrical member 12 with a bellows is provided.

図2は、内槽屋根2をノズル10が鉛直方向に貫通する8つのノズル貫通部13と、その周辺の内槽屋根部分の底面図であり、図2に示すように、内槽屋根2cは、内槽屋根骨組構造20と、この内槽屋根骨組構造20の上面の内槽屋根板14と、内槽屋根骨組構造20の外周側のナックルプレート15(図1参照)とを有する。内槽屋根骨組構造20は、径方向に延びる複数のアーチラフター部材21と、周方向に延びる複数のリング部材22と、周方向補強部材23とを有する。   FIG. 2 is a bottom view of the eight nozzle penetrating parts 13 through which the nozzles 10 penetrate the inner tank roof 2 in the vertical direction and the inner tank roof part in the vicinity thereof. As shown in FIG. The inner tank roof frame structure 20, the inner tank roof plate 14 on the upper surface of the inner tank roof frame structure 20, and the knuckle plate 15 (see FIG. 1) on the outer peripheral side of the inner tank roof frame structure 20. The inner tub roof frame structure 20 includes a plurality of arch rafter members 21 extending in the radial direction, a plurality of ring members 22 extending in the circumferential direction, and a circumferential reinforcing member 23.

前記ノズル貫通部13は、径方向に延びる2つの径方向固定部材21Aと、周方向に延びる2つの周方向固定部材23A,15Aで構成されるほぼ矩形状のノズル固定枠部24 の内側空間の中央部に配設されている。前記各径方向固定部材21Aがアーチラフター部材21からなり、1つの周方向固定部材23Aが周方向補強部材23からなり、1つの周方向固定部材15Aがナックルプレート15からなる。   The nozzle penetration portion 13 is an inner space of a substantially rectangular nozzle fixing frame portion 24 composed of two radial fixing members 21A extending in the radial direction and two circumferential fixing members 23A, 15A extending in the circumferential direction. It is arranged at the center. Each of the radial direction fixing members 21 </ b> A is composed of the arch rafter member 21, one circumferential direction fixing member 23 </ b> A is composed of the circumferential direction reinforcing member 23, and one circumferential direction fixing member 15 </ b> A is composed of the knuckle plate 15.

アーチラフター部材21、周方向補強部材23、リング部材22は、何れも上下1対のフランジと鉛直のウェブを有するH型鋼で構成されている。
径方向固定部材21Aとしてのアーチラフター部材21は、それ以外のアーチラフター部材21よりも高剛性の部材に構成され、前記複数のノズル貫通部13の内周側には周方向固定部材23Aを構成する為の高剛性の周方向補強部材23が設けられている。
The arch rafter member 21, the circumferential reinforcing member 23, and the ring member 22 are all made of H-shaped steel having a pair of upper and lower flanges and a vertical web.
The arch rafter member 21 as the radial direction fixing member 21 </ b> A is configured as a member having higher rigidity than the other arch rafter members 21, and the circumferential direction fixing member 23 </ b> A is configured on the inner peripheral side of the plurality of nozzle penetration portions 13. For this purpose, a highly rigid circumferential reinforcing member 23 is provided.

次に、ノズル貫通部13においてノズル10を補強するノズル補強構造30について説明する。図3〜図5に示すように、ノズル補強構造30は、前記ノズル固定枠部24と、ノズル固定枠部24の内側空間においてノズル10に外嵌状に固着された上下1対の環状のフランジ部材31と、ノズル10を補強する4つの補強骨32,33とを備えている。
これら補強骨32,33は、ノズル固定枠部24の対角線上に配設されている。上下のフランジ部材31は、径方向固定部材21Aの上下のフランジ21aと同じ高さ位置に設けられ、補強骨32,33の上下のフランジ32a,33aは径方向固定部材21Aの上下のフランジ21aと同じ高さ位置に設けられている。径方向固定部材21Aの上下のフランジ21aは、周方向固定部材23Aの上下のフランジ23aと同じ高さ位置に設けられている。
Next, the nozzle reinforcement structure 30 that reinforces the nozzle 10 in the nozzle penetration portion 13 will be described. As shown in FIGS. 3 to 5, the nozzle reinforcing structure 30 includes the nozzle fixing frame portion 24 and a pair of upper and lower annular flanges fixed to the nozzle 10 in an outer fitting manner in the inner space of the nozzle fixing frame portion 24. A member 31 and four reinforcing bones 32 and 33 that reinforce the nozzle 10 are provided.
These reinforcing bones 32 and 33 are arranged on a diagonal line of the nozzle fixing frame portion 24. The upper and lower flange members 31 are provided at the same height as the upper and lower flanges 21a of the radial fixing member 21A. The upper and lower flanges 32a and 33a of the reinforcing bones 32 and 33 are the same as the upper and lower flanges 21a of the radial fixing member 21A. It is provided at the same height position. The upper and lower flanges 21a of the radial fixing member 21A are provided at the same height as the upper and lower flanges 23a of the circumferential fixing member 23A.

補強骨32の内端部32bが上下のフランジ部材31にボルト締結又は溶接接合されると共に、外端部32cが径方向固定部材21Aと周方向固定部材23Aとが交差状に接合された交差状接合部25に固着されている。補強骨33の内端部33bが上下のフランジ部材31にボルト締結又は溶接接合されると共に、外端部33cが径方向固定部材21Aと周方向固定部材15Aが交差状に接合された交差状接合部26に固着されている。   The inner end portion 32b of the reinforcing bone 32 is bolted or welded to the upper and lower flange members 31, and the outer end portion 32c is a cross shape in which the radial direction fixing member 21A and the circumferential direction fixing member 23A are joined in a cross shape. It is fixed to the joint portion 25. The inner end 33b of the reinforcing bone 33 is bolted or welded to the upper and lower flange members 31, and the outer end 33c is joined to the radial fixing member 21A and the circumferential fixing member 15A in a crossing manner. It is fixed to the part 26.

前記補強骨32,33は上下1対のフランジ32a,33aと鉛直のウェブとを有するH型鋼で夫々構成されている。交差状接合部25には上下1対のブラケット34がノズル固定枠部24の内側空間へ張り出すように接合されており、交差状接合部26にも上下1対のブラケット35がノズル固定枠部24の内側空間へ張り出すように接合されている。上下のブラケット34の上面は、上下のフランジ21a,23aの下面と同じ高さ位置にあり、上下のブラケット35の上面は、上下のフランジ21aの下面と同じ高さ位置にある。   The reinforcing bones 32 and 33 are each made of an H-shaped steel having a pair of upper and lower flanges 32a and 33a and a vertical web. A pair of upper and lower brackets 34 are joined to the intersecting joint portion 25 so as to protrude into the inner space of the nozzle fixing frame portion 24, and a pair of upper and lower brackets 35 are also joined to the intersecting joint portion 26. It joins so that it may protrude to 24 inner space. The upper surfaces of the upper and lower brackets 34 are at the same height as the lower surfaces of the upper and lower flanges 21a and 23a, and the upper surfaces of the upper and lower brackets 35 are at the same height as the lower surfaces of the upper and lower flanges 21a.

前記補強骨32の外端部32cに対応する上下1対のフランジ32aの端部が、交差状接合部25の上下1対のブラケット34に複数のボルト36で締結され、前記補強骨33の外端部33cに対応する上下1対のフランジ33aの端部が交差状接合部26の上下1対のブラケット35に複数のボルト37で締結されている。   The ends of the pair of upper and lower flanges 32 a corresponding to the outer end 32 c of the reinforcing bone 32 are fastened to the pair of upper and lower brackets 34 of the intersecting joint 25 by a plurality of bolts 36. The ends of the pair of upper and lower flanges 33 a corresponding to the end 33 c are fastened to the pair of upper and lower brackets 35 of the intersecting joint 26 by a plurality of bolts 37.

次に、以上説明したノズル補強構造30の作用、効果について説明する。
補強骨32,33がノズル固定枠部24の対角線上に配設され、補強骨32の内端部32bが上下のフランジ部材31に接合されると共に外端部32cがブラケット34を介して交差状接合部25に固着され、補強骨33の内端部33bが上下のフランジ部材31に接合されると共に外端部33cがブラケット35を介して交差状接合部26に固着されているため、図3に示すような外力Gがどの方向向きに作用した場合にも、トラス構造のように、補強骨32,33には軸力が作用するのみで、径方向固定部材21Aや周方向固定部材23Aや補強骨32,33に曲げモーメントが作用することはないから、これらの部材の荷重条件を著しく緩和することができ、これらの部材のサイズや板厚を従来技術のものに比べて小型化でき、製作費の面で有利である。
Next, the operation and effect of the nozzle reinforcing structure 30 described above will be described.
The reinforcing bones 32 and 33 are disposed on the diagonal line of the nozzle fixing frame portion 24, the inner end portion 32 b of the reinforcing bone 32 is joined to the upper and lower flange members 31, and the outer end portion 32 c intersects with the bracket 34. 3 because the inner end portion 33b of the reinforcing bone 33 is bonded to the upper and lower flange members 31 and the outer end portion 33c is fixed to the intersecting joint portion 26 via the bracket 35. When the external force G as shown in FIG. 6 is applied in any direction, only the axial force acts on the reinforcing bones 32 and 33 as in the truss structure, and the radial direction fixing member 21A, the circumferential direction fixing member 23A, Since no bending moment acts on the reinforcing bones 32 and 33, the load conditions of these members can be remarkably reduced, and the size and thickness of these members can be reduced compared to those of the prior art, Production cost Is advantageous.

また、ノズル10に捩じりモーメントTが作用した場合でも、補強骨32,33を介して2つの交差状接合部25と2つの交差状接合部26に分散的に伝達されるが、交差状接合部25,26の剛性は十分に高いので、交差状接合部25,26を捩じりモーメントTに対して特に補強する必要はない。   Further, even when a torsional moment T acts on the nozzle 10, it is dispersively transmitted to the two cross joints 25 and the two cross joints 26 through the reinforcing bones 32 and 33. Since the joints 25 and 26 have sufficiently high rigidity, it is not necessary to reinforce the cross joints 25 and 26 against the torsional moment T.

しかも、補強骨32,33の外端部32c,33cを対応するブラケット34,35にボルト結合するため、溶接接合する場合に比べて工期の短縮を図ることができる。   In addition, since the outer ends 32c and 33c of the reinforcing bones 32 and 33 are bolted to the corresponding brackets 34 and 35, the work period can be shortened compared to welding.

次に、前記実施例を部分的に変更する例について説明する。
1)上下1対のフランジ部材31に代えて、上又は下に1つのフランジ部材を設けることも可能である。この場合、補強骨32,33として、フランジ部材とほぼ同レベル位置にフランジ部を有する断面T字型又は逆T字型の鋼製部材を採用してもよい。
Next, an example in which the above embodiment is partially changed will be described.
1) Instead of the pair of upper and lower flange members 31, it is also possible to provide one flange member above or below. In this case, as the reinforcing bones 32 and 33, steel members having a T-shaped section or an inverted T-shaped section having a flange portion at substantially the same level as the flange member may be employed.

2)前記実施例では4つの補強骨32,33を設けたが、少なくとも3つの補強骨を設けることもできる。その場合、前記4つの補強骨32,33のうちの何れか1つを省略した形態で3つの補強骨を配置することができる。
3)その他、当業者ならば、前記実施例に部分的な変更を付加した形態で実施可能であり、本発明はそのような変更形態を包含するものである。
2) In the above embodiment, the four reinforcing bones 32 and 33 are provided. However, at least three reinforcing bones may be provided. In that case, three reinforcing bones can be arranged in a form in which any one of the four reinforcing bones 32 and 33 is omitted.
3) In addition, those skilled in the art can implement the invention in a form in which a partial change is added to the above embodiment, and the present invention includes such a change form.

1 LNGタンク
2c 内槽屋根
3c 外槽屋根
10 ノズル
13 ノズル貫通部
15 ナックルプレート
15A 周方向固定部材
21 アーチラフター部材
21A 径方向固定部材
21a フランジ
23 周方向補強部材
23A 周方向固定部材
23a フランジ
24 ノズル固定枠部
25 交差状接合部
26 交差状接合部
30 ノズル補強構造
31 フランジ部材
32,33 補強骨
32a,33a フランジ
32b,33b 内端部
32c,33c 外端部
34,35 ブラケット
DESCRIPTION OF SYMBOLS 1 LNG tank 2c Inner tank roof 3c Outer tank roof 10 Nozzle 13 Nozzle penetration part 15 Knuckle plate 15A Circumferential direction fixing member 21 Arch rafter member 21A Radial direction fixing member 21a Flange 23 Circumferential reinforcement member 23A Circumferential direction fixing member 23a Flange 24 Nozzle Fixed frame portion 25 Cross-shaped joint portion 26 Cross-shaped joint portion 30 Nozzle reinforcement structure 31 Flange members 32, 33 Reinforcement bones 32a, 33a Flange 32b, 33b Inner end portions 32c, 33c Outer end portions 34, 35 Bracket

Claims (3)

低温貯槽の屋根を貫通して底部近傍まで鉛直に延びるノズルであって液化天然ガスの積み込みや払い出しのために設けられるノズルを屋根に固定するノズル補強構造において、
前記屋根において径方向に延びる2つの径方向固定部材および周方向に延びる2つの周方向固定部材で構成されるノズル固定枠部と、
前記ノズル固定枠部の内側空間に配設され且つ前記ノズルに固定されたフランジ部材と、
前記フランジ部材を、前記2つの径方向固定部材と2つの周方向固定部材が交差状に接合された4つの交差状接合部のうちの少なくとも3つの交差状接合部に固定的に連結する複数の補強骨とを備えたことを特徴とする低温貯槽のノズル補強構造。
In the nozzle reinforcement structure that fixes the nozzle provided for loading and discharging the liquefied natural gas through the roof of the low temperature storage tank vertically extending to the vicinity of the bottom,
A nozzle fixing frame portion composed of two radial fixing members extending in the radial direction on the roof and two circumferential fixing members extending in the circumferential direction;
A flange member disposed in the inner space of the nozzle fixing frame and fixed to the nozzle;
A plurality of flange members fixedly connected to at least three cross-shaped joints among four cross-shaped joints in which the two radial fixing members and the two circumferential fixing members are joined in a cross shape. A nozzle reinforcement structure for a low temperature storage tank, comprising a reinforcing bone.
前記径方向固定部材が内槽屋根のアーチラフター部材からなり、1つの周方向固定部材が内槽屋根の周方向補強部材からなり、1つの周方向固定部材がナックルプレートからなり、複数の補強骨として4つの補強骨が設けられたことを特徴とする請求項1に記載の低温貯槽のノズル補強構造。  The radial fixing member is an inner tank roof arch rafter member, one circumferential fixing member is an inner tank roof circumferential reinforcing member, one circumferential fixing member is a knuckle plate, and a plurality of reinforcing bones The nozzle reinforcing structure for a cryogenic storage tank according to claim 1, wherein four reinforcing bones are provided. 前記径方向固定部材と周方向固定部材が上下1対のフランジを有するH型鋼で夫々構成され、前記補強骨の端部が、前記交差状接合部に接合されたブラケットに複数のボルトで締結されることを特徴とする請求項1又は2に記載の低温貯槽のノズル補強構造。   The radial fixing member and the circumferential fixing member are each made of H-shaped steel having a pair of upper and lower flanges, and the end portions of the reinforcing bones are fastened with a plurality of bolts to a bracket joined to the intersecting joint portion. The nozzle reinforcing structure for a low-temperature storage tank according to claim 1 or 2, wherein
JP2014264002A 2014-12-26 2014-12-26 Nozzle reinforcement structure for low temperature storage tank Active JP6497936B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2014264002A JP6497936B2 (en) 2014-12-26 2014-12-26 Nozzle reinforcement structure for low temperature storage tank

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2014264002A JP6497936B2 (en) 2014-12-26 2014-12-26 Nozzle reinforcement structure for low temperature storage tank

Publications (2)

Publication Number Publication Date
JP2016124552A JP2016124552A (en) 2016-07-11
JP6497936B2 true JP6497936B2 (en) 2019-04-10

Family

ID=56357515

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2014264002A Active JP6497936B2 (en) 2014-12-26 2014-12-26 Nozzle reinforcement structure for low temperature storage tank

Country Status (1)

Country Link
JP (1) JP6497936B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2021001006A (en) * 2019-06-21 2021-01-07 義範 坂本 Pc large-sized container

Family Cites Families (12)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS59170366A (en) * 1983-03-14 1984-09-26 石川島播磨重工業株式会社 Assembling of accessories in tank
JPH0799237B2 (en) * 1991-07-03 1995-10-25 川崎重工業株式会社 Cooling structure inside the low temperature underground storage tank roof
JPH06281096A (en) * 1993-03-26 1994-10-07 Ishikawajima Harima Heavy Ind Co Ltd Plane-outside deformation preventing device for membrane
JP2878945B2 (en) * 1993-10-27 1999-04-05 株式会社松田平田 Roof structure and its construction method
JP2650020B2 (en) * 1994-05-13 1997-09-03 川崎重工業株式会社 Pump barrel frame structure of low temperature storage tank
JPH0921249A (en) * 1995-07-07 1997-01-21 Ishikawajima Harima Heavy Ind Co Ltd Roof of low temperature underground storing tank
JP3046523U (en) * 1997-07-17 1998-03-10 世耀工程有限公司 Improvement of prefabricated wall with high stress strength
JP2000045562A (en) * 1998-07-30 2000-02-15 Nippon Steel Corp Structure of buckling restraining brace member formed in crossed shape
JP4332686B2 (en) * 1999-05-31 2009-09-16 株式会社Ihi How to build a tank roof
JP2002089794A (en) * 2000-09-11 2002-03-27 Ishikawajima Harima Heavy Ind Co Ltd Low temperature liquefied gas storage tank
JP2003287198A (en) * 2002-03-27 2003-10-10 Jfe Engineering Kk Low temperature storage tank
US20130327773A1 (en) * 2012-06-06 2013-12-12 David Jon Rosenkrantz Internal Floating Roof for Covering Fluid Bodies in Storage Tanks

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2021001006A (en) * 2019-06-21 2021-01-07 義範 坂本 Pc large-sized container

Also Published As

Publication number Publication date
JP2016124552A (en) 2016-07-11

Similar Documents

Publication Publication Date Title
JPH0419106B2 (en)
JP6497936B2 (en) Nozzle reinforcement structure for low temperature storage tank
JP2018009410A (en) Pillar beam joint structure
KR102020441B1 (en) Concrete filled steel tube column and steel tube column structure
KR20190012766A (en) Built-Up Beam
JP2012057419A (en) Steel beam joint structure
CN104213645A (en) H section steel girder-column minor axis connecting top and bottom angle steel node and preparing method of H section steel girder-column minor axis connecting top and bottom angle steel node
JP6013028B2 (en) Outer shell structure
JP2017171347A (en) Aseismatic tank structure and construction method of aseismatic tank structure
JP3184182U (en) Spherical tank support structure and cross brace
JP2023029562A (en) pile foundation structure
JP6873720B2 (en) Reinforced concrete column / steel beam joint structure
JP5161613B2 (en) Beam-column joint structure
JP5542307B2 (en) Beam-column joint structure
US8752725B2 (en) Cruciform panels
JP2016075131A (en) Composite structure
KR101268135B1 (en) Hybrid reinforcement h-beam
JP6563667B2 (en) Reinforced concrete column / steel column / steel beam joint structure
JP5651674B2 (en) Roof beam reinforcement structure and roof structure
JP2012255283A (en) Concrete filled steel tube column
JPS5985076A (en) Assembling of double shelled spherical tank
KR20210126875A (en) Composite column
JP2020012329A (en) Beam joint structure
JP2024004406A (en) Multiple shell tank
JP2016191300A (en) Reinforced concrete column/steel beam joint structure

Legal Events

Date Code Title Description
A621 Written request for application examination

Free format text: JAPANESE INTERMEDIATE CODE: A621

Effective date: 20171115

A977 Report on retrieval

Free format text: JAPANESE INTERMEDIATE CODE: A971007

Effective date: 20180918

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20180925

A521 Request for written amendment filed

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20181121

TRDD Decision of grant or rejection written
A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

Effective date: 20190301

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20190312

R150 Certificate of patent or registration of utility model

Ref document number: 6497936

Country of ref document: JP

Free format text: JAPANESE INTERMEDIATE CODE: R150

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250