JPS63223273A - Building of high water tank - Google Patents

Building of high water tank

Info

Publication number
JPS63223273A
JPS63223273A JP5419687A JP5419687A JPS63223273A JP S63223273 A JPS63223273 A JP S63223273A JP 5419687 A JP5419687 A JP 5419687A JP 5419687 A JP5419687 A JP 5419687A JP S63223273 A JPS63223273 A JP S63223273A
Authority
JP
Japan
Prior art keywords
water tank
pillars
elevated water
foundation
pillar
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
JP5419687A
Other languages
Japanese (ja)
Inventor
功 西浦
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.)
ISHIKAWAJIMA TANK KENSETSU KK
Original Assignee
ISHIKAWAJIMA TANK KENSETSU 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 ISHIKAWAJIMA TANK KENSETSU KK filed Critical ISHIKAWAJIMA TANK KENSETSU KK
Priority to JP5419687A priority Critical patent/JPS63223273A/en
Publication of JPS63223273A publication Critical patent/JPS63223273A/en
Pending legal-status Critical Current

Links

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  • Filling Or Discharging Of Gas Storage Vessels (AREA)
  • Buildings Adapted To Withstand Abnormal External Influences (AREA)

Abstract

(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。
(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.

Description

【発明の詳細な説明】 [産業上の利用分野] 本発明は、所望の水頭を得るべく高い支柱の最上位に高
架水槽体を設置してなる高架水槽の建設方法に関する。
DETAILED DESCRIPTION OF THE INVENTION [Industrial Application Field] The present invention relates to a method of constructing an elevated water tank in which an elevated water tank body is installed at the top of a high support in order to obtain a desired water head.

[従来の技術] 従来、高架水槽を1!設する場合、先ず基礎上に最下位
に位置される支柱を立設し、この最下位に位置される支
柱の上方に、これに継ぎ足される支柱を順次継ぎ足して
所望の高さに支柱を建設した後、この支柱の最上位に高
架水槽体を形成するという方法が採用されていた。
[Conventional technology] Conventionally, only one elevated water tank! When installing, the lowest pillar was first erected on the foundation, and additional pillars were added one after another to the desired height above this lowest pillar. Later, a method was adopted in which an elevated water tank was formed at the top of this support.

[発明が解決しようとする問題点] しかしながら、上記建設方法にあっては、順次上方へ支
柱を継ぎ足して行くため、これに応じて足場を高く組ま
なければならず、作業が大変であり、その分工期が長引
くと共に、高所作業が長期間に亘るという安全上の問題
もあった。
[Problems to be Solved by the Invention] However, in the above construction method, since the pillars are successively added upward, the scaffolding must be built higher accordingly, which makes the work difficult. In addition to prolonging the construction period, there were also safety issues as work at heights continued for a long period of time.

そこで、本発明はかかる従来技術の問題点を解決すべく
なされたもので、足場を組む必要がなく、作業が容易で
あり、工期の短縮及び安全性の向上が図れる高架水槽建
設方法を提供することを目的とする。
Therefore, the present invention has been made to solve the problems of the prior art, and provides an elevated water tank construction method that does not require scaffolding, is easy to work with, shortens the construction period, and improves safety. The purpose is to

[問題点を解決するための手段] 上記目的を達成するために本発明は、基礎上に立設され
た支柱の最上位に高架水槽体を有する高架水槽を連設す
るに餡して、上記!3礎上に上部に位置される支柱を起
立させ、該支柱の外周に下方に順次継ぎ足される支柱を
同心円状に形成し、最外周に位置する支柱を基礎上に固
定した後、上記上部に位置される支柱をその高さずつ吊
り上げて、その下端部と下方に継ぎ足される支柱の上端
部とを連結し°Cwr望高さの支柱を建設するようした
ものである。
[Means for Solving the Problems] In order to achieve the above object, the present invention provides an elevated water tank having an elevated water tank body on the top of a support erected on a foundation. ! 3. A pillar located at the top is erected on the foundation, and pillars are sequentially added downward on the outer periphery of the pillar to form a concentric circle. After fixing the pillar located at the outermost periphery on the foundation, The pillars to be installed are lifted up to their respective heights, and the lower ends of the pillars are connected to the upper ends of the pillars that are added below, thereby constructing a pillar with a viewing height of °Cwr.

[作 用] 基礎上で上部から最下部までの支柱を形成すると共に、
上部に位置される支柱をその高さずつ吊り上げて、その
下端部とその下方に継ぎ足される支社の上端部とを連結
するようにして、順次所定の高さまで支柱を建設するよ
うにしたので、作業が低所ででき、足場を必要としない
[Function] Forms a support from the top to the bottom on the foundation,
The pillars located at the top are lifted up to their respective heights, and the lower ends of the pillars are connected to the upper ends of the branches that are added below, so that the pillars can be built one by one to a predetermined height, making the work easier. can be done in low places and does not require scaffolding.

[実施例] 以下に本発明の一実施例を添付図面に基づいて詳述する
[Example] An example of the present invention will be described below in detail based on the accompanying drawings.

先ず、第2図に示す如<J111上に上部に位置される
支柱2aを起立させ、第3図、第4図に示すように、こ
の支柱2aの外周に下方に順次継ぎ足される支柱2b、
2c、2d、2eを同心円状に形成する。この場合、こ
れら支柱28〜2eは、下端部の外径が次に下方に継ぎ
足される支柱の上端部の内径と略等しい大きさの截頭円
錐状の筒体に形成されている。なお、下端部の外径は、
次に下方に継ぎ足される支柱の上端部の内径より小さく
ても良いが、大きくすれば支柱28〜2eをプレスコピ
ツク状に連結することができる。
First, as shown in FIG. 2, the support column 2a located above J111 is erected, and as shown in FIGS.
2c, 2d, and 2e are formed concentrically. In this case, these struts 28 to 2e are formed into frustoconical cylinders whose outer diameter at the lower end is approximately equal to the inner diameter at the upper end of the strut to be added below. In addition, the outer diameter of the lower end is
The inner diameter may be smaller than the inner diameter of the upper end of the strut to be added below, but if it is made larger, the struts 28 to 2e can be connected in a pre-scopic shape.

このように支柱28〜2eを同心円状に基礎1上で形成
したなら、次いでその最外周に位置される支社2fを基
礎1上にアンカーボルト3等により固定する。
After the pillars 28 to 2e are formed concentrically on the foundation 1 in this manner, the branch 2f located at the outermost periphery is then fixed onto the foundation 1 with anchor bolts 3 or the like.

次に、第5図に示すように上記上部に位置される支社2
aの上端部に予め低所で形成された最上位に位置される
支柱2fをクレーン4等により吊り下げてビン、ボルト
、溶接等の適宜の連結手段により連結する。なお、最上
位に位置される支柱2tは、上記上部に位置される支柱
2aと予め一体的に形成されていてもよい。
Next, as shown in Figure 5, the branch office 2 located above
The uppermost column 2f, which has been formed in advance at a low point at the upper end of the column a, is suspended by a crane 4 or the like and connected by suitable connecting means such as a bottle, bolt, or welding. Note that the uppermost column 2t may be formed integrally with the uppermost column 2a.

次に、最上位に位置される支柱2「をクレーン4等によ
り吊り上げて、第6図に示す如く、上部に位置される支
柱2aをその高さだけ吊り上げ、その下端部とその下方
に継ぎ足される支柱2bの上端部とを上記連結手段によ
り連結する。かかる手順により、第7図に示すように、
順次吊り上げられた支柱2bの下端部と下方に継ぎ足さ
れる支柱2Cの上端部とを連結して行く。
Next, the uppermost column 2'' is lifted up by a crane 4, etc., and the uppermost column 2a is lifted by that height, and the lower end and the lower part of the column 2a are spliced. The upper end of the support column 2b is connected with the above-mentioned connecting means. Through this procedure, as shown in FIG.
The lower end portions of the struts 2b that have been lifted one after another are connected to the upper end portions of the struts 2C that are added below.

このようにして、111図に示す如く、所定高さの支柱
2が建設されたなら、その最上位に予め低所で形成され
た高架水槽体5を吊り下げて取付けることにより高架水
槽が完成される。なお、高架水槽体5の内部には水槽が
形成され、場合によっては展望台やレストラン等も形成
される。
In this way, as shown in Fig. 111, once the pillar 2 of a predetermined height is constructed, the elevated water tank body 5, which has been formed at a low place in advance, is suspended and attached to the top of the pillar, thereby completing the elevated water tank. Ru. A water tank is formed inside the elevated water tank body 5, and an observation deck, a restaurant, etc. are also formed in some cases.

このように、所定長さに分割された支柱28〜2e  
(なお、2aと2fとが予め一体であってもよい。)を
1111上で同心円状に形成し、中心側より支柱2aを
その高さずつ吊り上げては、そのすぐ下方に継ぎ足され
る支柱2bと連結するようにしたので、低所で溶接、研
磨、塗装等の作業を進めることができ、足場が不要であ
り、高架水槽を安全且つ容易に建設することができる。
In this way, the pillars 28 to 2e are divided into predetermined lengths.
(Incidentally, 2a and 2f may be integrated in advance.) are formed concentrically on 1111, and the support 2a is lifted from the center side by that height, and the support 2b is added immediately below. Since they are connected, work such as welding, polishing, painting, etc. can be carried out at a low place, no scaffolding is required, and the elevated water tank can be constructed safely and easily.

また、足場の組立、撤去が不要となることから、工期短
縮が図れる。
Additionally, since there is no need to assemble or remove scaffolding, the construction period can be shortened.

なお、支柱28〜2eの形状は前記実施例に限られず、
例えば円筒状であってもよい。また、実施例では高架水
槽体5を支柱2が完成された後に取り付けるようにした
が、高架水槽体5及び支柱28〜2f  (但し、2e
は除く。)がクレーン4等で同時に吊り上げることがで
きる重量であれば、最上位に位置される支柱25に予め
高架水槽体5を取付けた後、支社28〜2f  (但し
、2eは除く。)を吊り上げて建設するようにしてもよ
い。
Note that the shapes of the pillars 28 to 2e are not limited to the above embodiments,
For example, it may be cylindrical. In addition, in the embodiment, the elevated water tank body 5 was installed after the pillars 2 were completed, but the elevated water tank body 5 and the pillars 28 to 2f (however, 2e
Excludes. ) can be lifted simultaneously by the crane 4, etc., attach the elevated water tank body 5 to the topmost support 25 in advance, and then lift the branches 28 to 2f (excluding 2e). You may also construct it.

[発明の効果1 以上要するに本発明によれば次のごとき優れた効果を発
揮する。
[Effects of the Invention 1 In summary, the present invention exhibits the following excellent effects.

■ 基礎上で上部に位置される支柱及びその下方に継ぎ
足される支柱を同心円状に形成し、その上部に位置され
る支柱をその高さずつ吊り上げてその下方に継ぎ足され
る支柱と順次連結して所定高さの支柱を建設するように
したので、作業を比較的低所で進めることができ、作業
の迅速容易化が図れると共に足場が不要となり、その組
立及び撤去が不要となり、工期短縮が図れる。
■ The pillars located at the top of the foundation and the pillars added below it are formed in a concentric circle, and the pillars located at the top are lifted up to the same height and sequentially connected with the pillars added below it to a predetermined position. Since the pillars are constructed at a relatively low height, the work can be carried out at a relatively low location, making the work quick and easy, and eliminating the need for scaffolding and assembly and removal, thereby shortening the construction period.

■ また高所作業の減少により、作業の安全性が増大す
る。
■ Also, the reduction in work at heights increases work safety.

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

図面は本発明の一実施例を示すもので、第1図は高架水
槽体の取付は工程を示す斜視図、第2図乃至第4図は基
礎上で支柱を同心円状に形成する工程をそれぞれ示す斜
視図、第5図は最上位の支柱を取付けする工程を示す斜
視図、第6図及び第7図は支柱を高さずつ吊り上げて下
方の支柱と連結する工程をそれぞれ示す斜視図である。 図中、1は基礎、2は支柱、2aは上部に位置される支
柱、2bは下方に継ぎ足される支柱、2eは最外周に位
置する支柱、5は高架水槽体である。 特許出願人  石川島タンク建設株式会社代理人弁理士
  絹  谷  信  雄第2図 第3図 りn 第4図 第6図
The drawings show one embodiment of the present invention; Fig. 1 is a perspective view showing the installation process of an elevated water tank, and Figs. 2 to 4 show the process of forming concentric columns on the foundation. FIG. 5 is a perspective view showing the process of attaching the uppermost column, and FIGS. 6 and 7 are perspective views showing the process of lifting the column height by height and connecting it to the column below. . In the figure, 1 is a foundation, 2 is a column, 2a is a column located at the top, 2b is a column added below, 2e is a column located at the outermost periphery, and 5 is an elevated water tank body. Patent Applicant Ishikawajima Tank Construction Co., Ltd. Representative Patent Attorney Nobuo Kinutani Figure 2 Figure 3 Diagram n Figure 4 Figure 6

Claims (1)

【特許請求の範囲】[Claims] 基礎上に立設された支柱の最上位に高架水槽体を有する
高架水槽を連設するに際して、上記基礎上に上部に位置
される支柱を起立させ、該支柱の外周に下方に順次継ぎ
足される支柱を同心円状に形成し、最外周に位置する支
柱を基礎上に固定した後、上記上部に位置される支柱を
その高さずつ吊り上げて、その下端部と下方に継ぎ足さ
れる支柱の上端部とを連結して所望高さの支柱を建設す
るようしたことを特徴とする高架水槽建設方法。
When installing an elevated water tank having an elevated water tank body on the top of the pillars erected on the foundation, the pillars located at the upper part are erected on the foundation, and the pillars are successively added downward to the outer periphery of the pillars. are formed into concentric circles, and after fixing the outermost pillar on the foundation, the upper pillar is lifted up to its height, and its lower end is connected to the upper end of the pillar to be added below. A method for constructing an elevated water tank, characterized by constructing pillars of a desired height by connecting them.
JP5419687A 1987-03-11 1987-03-11 Building of high water tank Pending JPS63223273A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP5419687A JPS63223273A (en) 1987-03-11 1987-03-11 Building of high water tank

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP5419687A JPS63223273A (en) 1987-03-11 1987-03-11 Building of high water tank

Publications (1)

Publication Number Publication Date
JPS63223273A true JPS63223273A (en) 1988-09-16

Family

ID=12963789

Family Applications (1)

Application Number Title Priority Date Filing Date
JP5419687A Pending JPS63223273A (en) 1987-03-11 1987-03-11 Building of high water tank

Country Status (1)

Country Link
JP (1) JPS63223273A (en)

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