Deprecated: The each() function is deprecated. This message will be suppressed on further calls in /home/zhenxiangba/zhenxiangba.com/public_html/phproxy-improved-master/index.php on line 456
JP6156051B2 - Liquid storage tank - Google Patents
[go: Go Back, main page]

JP6156051B2 - Liquid storage tank - Google Patents

Liquid storage tank Download PDF

Info

Publication number
JP6156051B2
JP6156051B2 JP2013219113A JP2013219113A JP6156051B2 JP 6156051 B2 JP6156051 B2 JP 6156051B2 JP 2013219113 A JP2013219113 A JP 2013219113A JP 2013219113 A JP2013219113 A JP 2013219113A JP 6156051 B2 JP6156051 B2 JP 6156051B2
Authority
JP
Japan
Prior art keywords
wall
storage tank
liquid storage
view
structural member
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
JP2013219113A
Other languages
Japanese (ja)
Other versions
JP2015081112A (en
Inventor
川畑 篤敬
篤敬 川畑
孝 石井
孝 石井
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.)
JFE Engineering Corp
Original Assignee
JFE Engineering 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 JFE Engineering Corp filed Critical JFE Engineering Corp
Priority to JP2013219113A priority Critical patent/JP6156051B2/en
Publication of JP2015081112A publication Critical patent/JP2015081112A/en
Application granted granted Critical
Publication of JP6156051B2 publication Critical patent/JP6156051B2/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Description

本発明は、液体貯蔵タンクに係り、液体の漏洩を長期間にわたって防止することが可能な、堅牢な構造の液体貯蔵タンクに関する。   The present invention relates to a liquid storage tank, and more particularly to a liquid storage tank having a robust structure capable of preventing liquid leakage over a long period of time.

液体を貯蔵するためのタンクとして、リング状に丸めた帯状鋼板を積層して構成したものが知られている。これは、例えば図1(A)(正面図)、(B)(平面図)に例示する如く、複数の鋼板12を、図2(A)に示す如く、溶接(18)や、図2(B)に示す如く、ボルト20により接合部14で接合して構成される外壁を有する。図において、16はフランジ、22は階段、24は手すりである。   As a tank for storing a liquid, a tank configured by laminating strip-shaped steel plates rounded into a ring shape is known. For example, as shown in FIGS. 1A (front view) and (B) (plan view), a plurality of steel plates 12 are welded (18) and FIG. As shown in B), it has an outer wall constituted by being joined at a joining portion 14 by a bolt 20. In the figure, 16 is a flange, 22 is a staircase, and 24 is a handrail.

このような液体貯蔵タンク10においては、長期保管、地震、地盤沈下などの外的要因、鋼材(12)の腐食、ボルト20の緩み、溶接部18の割れ等の内的要因により、貯蔵された液体が接合部14等から漏洩しないようにすることが重要である。   In such a liquid storage tank 10, the liquid storage tank 10 was stored due to external factors such as long-term storage, earthquake, ground subsidence, corrosion of the steel material (12), loosening of the bolt 20, cracking of the welded portion 18, and the like. It is important that the liquid does not leak from the joint 14 or the like.

そこで、特許文献1のように、液体貯蔵タンク全体又は一部を2重構造とすることが行われている。   Then, like patent document 1, making the whole or a part of liquid storage tank into a double structure is performed.

特開2000−55795号公報JP 2000-55795 A

しかしながら、長期間にわたって構造を安定させて液漏れを防止することは困難であった。   However, it has been difficult to stabilize the structure over a long period of time and prevent liquid leakage.

本発明は、前記従来の問題を解決するべくなされたもので、長期間にわたって構造を安定させて液漏れを防ぐことが可能で、マンホールを備えた液体貯蔵タンクを提供することを課題とする。 The present invention has been made to solve the above-described conventional problems, and an object of the present invention is to provide a liquid storage tank having a manhole, which can prevent the liquid leakage by stabilizing the structure over a long period of time.

本発明は、複数の板材を接合して構成される液体貯蔵タンクにおいて、底面及び側面を2重とすると共に、内壁と外壁をダイアフラム構造の構造部材で一体的に結合し、内壁と外壁の2重構造として液漏れを防止し、更に、前記ダイアフラム構造の構造部材にマンホールを設けることにより、前記課題を解決したものである。 In the liquid storage tank constituted by joining a plurality of plate members, the bottom surface and the side surface are doubled, and the inner wall and the outer wall are integrally connected by a structural member having a diaphragm structure. the leakage preventing a heavy structure, further, by Rukoto provided manhole to the structural member of the diaphragm structure is obtained by solving the above problems.

本発明によれば、2重構造とした底面と側面の内壁と外壁をダイアフラム構造の構造部材で効果的に結合し、単に外壁と内壁の間隔を一定に保持するだけでなく、外壁と内壁が一体化して外力に抵抗する構造としたので、長期間にわたり構造を安定させて液漏れを防ぐことができる。 According to the present invention, the inner wall and the outer wall of the bottom surface and the side surface having a double structure are effectively coupled by the structural member of the diaphragm structure, and not only the distance between the outer wall and the inner wall is kept constant, but also Since the structure is integrated and resists external force, the structure can be stabilized over a long period of time and liquid leakage can be prevented.

従来の液体貯蔵タンクの一例を示す(A)正面図及び(B)平面図(A) Front view and (B) Plan view showing an example of a conventional liquid storage tank 従来の液体貯蔵タンクの鋼板の接合構造の例を示す断面図Sectional drawing which shows the example of the joining structure of the steel plate of the conventional liquid storage tank 体貯蔵タンクの参考形態を示す(A)正面図及び(B)平面図Showing a reference embodiment of the liquids storage tank (A) a front view and (B) a plan view 本発明に係る液体貯蔵タンクの実施形態を示す(A)正面図及び(B)平面図It shows the implementation form of a liquid storage tank according to the present invention (A) a front view and (B) a plan view

以下、図面を参照して、本発明の実施の形態について詳細に説明する。尚、本発明は以下の実施形態及び実施例に記載した内容により限定されるものではない。又、以下に記載した実施形態及び実施例における構成要件には、当業者が容易に想定できるもの、実質的に同一のもの、いわゆる均等の範囲のものが含まれる。更に、以下に記載した実施形態及び実施例で開示した構成要素は適宜組み合わせてもよいし、適宜選択して用いてもよい。   Hereinafter, embodiments of the present invention will be described in detail with reference to the drawings. In addition, this invention is not limited by the content described in the following embodiment and an Example. In addition, the constituent elements in the embodiments and examples described below include those that can be easily assumed by those skilled in the art, those that are substantially the same, and those in the so-called equivalent range. Furthermore, the constituent elements disclosed in the embodiments and examples described below may be appropriately combined or may be appropriately selected and used.

先ず、参考形態について説明する。この参考形態は、図3(A)(正面図)及び(B)(平面図)に示す如く、複数の鋼板12を接合して構成される液体貯蔵タンク10において、底面及び側面を2重とすると共に、内壁32と外壁30を構造部材であるトラス構造結合材34で一体的に結合したものである。 First, a reference form will be described. As shown in FIGS. 3A (front view) and (B) (plan view), this reference embodiment has a liquid storage tank 10 formed by joining a plurality of steel plates 12 with a double bottom and side surfaces. In addition, the inner wall 32 and the outer wall 30 are integrally coupled by a truss structure coupling material 34 that is a structural member.

前記外壁30の側面30Aと内壁32の側面32A間のトラス構造結合材34Aは、例えば円周方向の8箇所に等間隔で上下方向に設けることができる。   The truss structure bonding material 34A between the side surface 30A of the outer wall 30 and the side surface 32A of the inner wall 32 can be provided in the vertical direction at equal intervals, for example, at eight locations in the circumferential direction.

又、前記外壁30の底面30Bと内壁32の底面32B間のトラス構造結合材34Bは、例えば8つの放射方向に等間隔で設けることができる。   Further, the truss structure bonding material 34B between the bottom surface 30B of the outer wall 30 and the bottom surface 32B of the inner wall 32 can be provided, for example, at eight equal intervals in the radial direction.

このようにして、タンクの底面及び側面を2重構造とすることで、内壁32から漏水が発生しても、外壁30により漏水を防止できる。   Thus, even if water leakage occurs from the inner wall 32, the outer wall 30 can prevent water leakage even if the bottom surface and side surfaces of the tank have a double structure.

更に、内壁32と外壁30をトラス構造結合材34で結合することで、壁断面を一体構造とし、壁面に発生する曲げ、せん断、軸力、膜力等の断面力に効率的に抵抗させることができる。   Further, by connecting the inner wall 32 and the outer wall 30 with the truss structure bonding material 34, the wall cross section is made into an integral structure, and the cross sectional forces such as bending, shearing, axial force, and membrane force generated on the wall surface are effectively resisted. Can do.

次に、図4を参照して、本発明の実施形態を説明する。 Next, referring to FIG. 4, illustrating the implementation of the invention.

本実施形態は、参考形態のトラス構造結合材34に代えて、構造部材として、縦方向に配置したダイアフラム構造結合材40を設けると共に、該ダイアフラム構造結合材40に、作業者が通れるマンホールを設けたものである。 This embodiment, instead of the truss structure bonding material 34 of the reference embodiment, as a structural member, the diaphragm structure coupling member 40 arranged in the vertical direction is provided Rutotomoni, in the diaphragm structure binder 40, a manhole worker can pass It is provided .

ここで、前記ダイアフラム構造結合材40には、補剛材42を設けることができる。 Here, the diaphragm structure coupling member 40 can be provided with a stiffener 4 2.

なお、前記実施形態では板材として鋼板が用いられ、廃液を収容するようにされていたが、材質や収容対象は、これらに限定されない。 In the above embodiments, the steel sheet is used as the plate material has been adapted to accommodate the waste, the material and accommodating the object, but not limited to.

10…液体貯蔵タンク
12…鋼板
14…接合部
16…フランジ
18…溶接部
20…ボルト
30、30A、30B…外壁
32、32A、32B…内壁
34、34A、34B…トラス構造結合材
40…ダイアフラム構造結合材
DESCRIPTION OF SYMBOLS 10 ... Liquid storage tank 12 ... Steel plate 14 ... Joint part 16 ... Flange 18 ... Welded part 20 ... Bolt 30, 30A, 30B ... Outer wall 32, 32A, 32B ... Inner wall 34, 34A, 34B ... Truss structure coupling material 40 ... Diaphragm structure Binder

Claims (1)

複数の板材を接合して構成される液体貯蔵タンクにおいて、
底面及び側面が2重とされると共に、
内壁と外壁がダイアフラム構造の構造部材で一体的に結合され、
内壁と外壁の2重構造で液漏れが防止され
更に、前記ダイアフラム構造の構造部材にマンホールが設けられていることを特徴とする液体貯蔵タンク。
In a liquid storage tank configured by joining a plurality of plates,
The bottom and side surfaces are doubled,
The inner wall and the outer wall are integrally joined by a structural member having a diaphragm structure,
Liquid leakage is prevented by the double structure of the inner wall and the outer wall ,
Furthermore, a liquid storage tank , wherein a structural member having the diaphragm structure is provided with a manhole .
JP2013219113A 2013-10-22 2013-10-22 Liquid storage tank Active JP6156051B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2013219113A JP6156051B2 (en) 2013-10-22 2013-10-22 Liquid storage tank

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2013219113A JP6156051B2 (en) 2013-10-22 2013-10-22 Liquid storage tank

Publications (2)

Publication Number Publication Date
JP2015081112A JP2015081112A (en) 2015-04-27
JP6156051B2 true JP6156051B2 (en) 2017-07-05

Family

ID=53011932

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2013219113A Active JP6156051B2 (en) 2013-10-22 2013-10-22 Liquid storage tank

Country Status (1)

Country Link
JP (1) JP6156051B2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP6582573B2 (en) * 2015-06-11 2019-10-02 株式会社Ihi Nuclear power plant and method for damping nuclear power plant

Family Cites Families (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5514234Y2 (en) * 1975-08-11 1980-03-31
JPH0340788Y2 (en) * 1984-12-11 1991-08-27
JPS61158577A (en) * 1984-12-30 1986-07-18 三井造船株式会社 Construction of tank
JPH0740619Y2 (en) * 1990-04-10 1995-09-20 石川島建材工業株式会社 Underground tank

Also Published As

Publication number Publication date
JP2015081112A (en) 2015-04-27

Similar Documents

Publication Publication Date Title
JP5620165B2 (en) Exposed-type column base joint structure
KR101630777B1 (en) Rim Combination Type Pile Connecting Apparatus
US9091061B2 (en) Building element for a structural building panel
JP2017106304A (en) segment
JP6258022B2 (en) Temporary deadline structure
JP6156051B2 (en) Liquid storage tank
US8640903B2 (en) Oil tank floating roof device
JP6242784B2 (en) segment
JP2010101099A (en) Pedestal hardware
JP5869814B2 (en) Joint structure between beam and column
JP2019078068A (en) Connection part structure
JP2012012798A (en) Reinforcing member for through-hole of steel beam and through-hole reinforcing structure thereof
KR20150145978A (en) Box-type substructure of offshore wind power generating device
JP2018024990A (en) Press-fitting device
JP5418838B2 (en) Steel pipe sheet pile wall
JP5759317B2 (en) Beam-column connection structure and member
JP6244810B2 (en) Liquid storage tank
JP5280769B2 (en) Beam-column joint structure
JP5970211B2 (en) Strengthening structure of existing piles
JP5551943B2 (en) Foundation structure using ground improvement body
JP5321492B2 (en) Joint structure between segments, segments and tunnel lining
JP2017110347A (en) Steel plate concrete structure
JP2017066607A (en) Joining structure of column
JP2013204364A (en) Joining structure for joining seismic isolation device to concrete structure
JP2019007338A (en) Installation structure for tubular structure, and tubular structure

Legal Events

Date Code Title Description
A621 Written request for application examination

Free format text: JAPANESE INTERMEDIATE CODE: A621

Effective date: 20160216

A977 Report on retrieval

Free format text: JAPANESE INTERMEDIATE CODE: A971007

Effective date: 20161017

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20161101

A521 Written amendment

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20161220

A02 Decision of refusal

Free format text: JAPANESE INTERMEDIATE CODE: A02

Effective date: 20170207

A521 Written amendment

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20170328

A911 Transfer to examiner for re-examination before appeal (zenchi)

Free format text: JAPANESE INTERMEDIATE CODE: A911

Effective date: 20170406

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: 20170509

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20170522

R150 Certificate of patent or registration of utility model

Ref document number: 6156051

Country of ref document: JP

Free format text: JAPANESE INTERMEDIATE CODE: R150

S531 Written request for registration of change of domicile

Free format text: JAPANESE INTERMEDIATE CODE: R313531

R350 Written notification of registration of transfer

Free format text: JAPANESE INTERMEDIATE CODE: R350