JPS61102972A - Construction of pillar of high water tank - Google Patents
Construction of pillar of high water tankInfo
- Publication number
- JPS61102972A JPS61102972A JP22115884A JP22115884A JPS61102972A JP S61102972 A JPS61102972 A JP S61102972A JP 22115884 A JP22115884 A JP 22115884A JP 22115884 A JP22115884 A JP 22115884A JP S61102972 A JPS61102972 A JP S61102972A
- Authority
- JP
- Japan
- Prior art keywords
- column base
- column
- construction
- base
- water 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.)
- Pending
Links
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、高架水槽等の柱脚の建設方法に関するもので
ある。DETAILED DESCRIPTION OF THE INVENTION [Field of Industrial Application] The present invention relates to a method of constructing column bases for elevated water tanks and the like.
例えば、鋼製高架水槽の柱脚を建設する場合、従来は、
工場で柱脚を構成する複数のブロックを製作してこれを
現場に搬入し、先ず第8図(a)に示すように重機4に
よジブロック1の建方を行ない、次に(b)図に示すよ
うに仮設足場5及び溶接の九めの足場6を据付けたのち
、重機4によジブロック1の上にブロック2を建込んで
溶接し、足場7を据付ける。ついで(c)図に示すよう
に重機4によジブロック2の上にブロック3を建込んで
溶接し、さらに配管、猿梯子、踊場等の柱脚内付属品を
取付けて柱脚を建設し、最後に地上であらかじめ地組を
完了し次水槽部をブロック3の上に搭載していた。For example, when constructing column bases for elevated steel water tanks, conventionally,
A plurality of blocks constituting the column base are manufactured in a factory and transported to the site. First, the diblock 1 is erected by heavy machinery 4 as shown in Fig. 8(a), and then as shown in Fig. 8(b). As shown in the figure, after a temporary scaffold 5 and a ninth welded scaffold 6 are installed, a block 2 is erected and welded on top of the jib block 1 using heavy equipment 4, and a scaffold 7 is installed. Next, as shown in figure (c), the block 3 is erected and welded on top of the jib block 2 using heavy equipment 4, and the accessories inside the column base such as piping, monkey ladders, landings, etc. are attached to construct the column base. Finally, the foundation assembly was completed on the ground and the next water tank was mounted on top of Block 3.
従来の鋼製高架水槽の柱脚は、上記のような順序で建設
していたが、次のような問題があった。The pillar bases of conventional steel elevated water tanks were constructed in the order described above, but there were the following problems.
(1) 工場から現場に運搬する場合、各ブロックは
容積が非常に大きいためきわめて効率が悪い。(1) When transporting from the factory to the site, each block has a very large volume, making it extremely inefficient.
(2)工場及び現場に、ブロック等を置くための広いス
ペースが必要である。(2) A large space is required in the factory and on-site to place blocks, etc.
(3)建方及び溶接が高所作業となり危険である。(3) Erecting and welding must be done at heights, which is dangerous.
(4)建設後溶接足場を撤去しなければならないので面
倒であるばかシでなく、高所作業のため危険である。(4) The welding scaffolding has to be removed after construction, which is not only a hassle, but also dangerous because it involves working at heights.
(5) 現場での作業が多いため工費が高くなる。(5) Construction costs will be high because there is a lot of work to be done on site.
本発明は、上記のような問題点を解決するため、下部の
柱脚内にそれよシ上部の柱脚を収容し、最内側の柱脚内
に配管等の付属物を取付けて大ブロックを構成し、最下
部の柱脚を基礎に据付けたのち内側の柱脚から順次吊上
げて下部の柱脚に接続すると共に、上部の柱脚に取付け
た付属物に下部の柱脚の付属物を接続するようにしたも
のである。In order to solve the above-mentioned problems, the present invention accommodates the upper column base within the lower column base, and attaches accessories such as piping within the innermost column base to form a large block. After installing the lowermost column base on the foundation, it is sequentially lifted from the inner column base and connected to the lower column base, and the attachments of the lower column base are connected to the attachments attached to the upper column base. It was designed to do so.
最下部の柱脚を基礎に据付けたのち、最内側の柱脚を配
管等の付属物と共に重機で吊上げてその下端部を次段の
柱脚の上端部に溶接すると共に、次段の付属物を上段の
付属物と接続し、順次この7 作業を下段の柱脚に
及ぼして、最下部の柱脚に上記接続した柱脚を溶接して
接続する。After installing the bottom column pedestal on the foundation, the innermost column pedestal is lifted together with piping and other accessories using heavy machinery, and its lower end is welded to the top end of the next column pedestal, and the next tier's accessories are welded. Connect the above-mentioned attached column to the upper column's attachment, and then apply this step to the lower column's base in order, and weld and connect the column's connected column base to the lowest column's base.
第1図は本発明を説明するための大ブロックの説明図で
ある。図において、11は截頭円錐状の第1の柱脚で、
下部には踊シ場12が設けられている。21は第1の柱
脚11内に配設された円筒状の第2の柱脚、31は第2
の柱脚21内に配設された円筒状の第6の柱脚で、この
@6の柱脚31の上部には踊シ場32が設けられておシ
、さらに内部には配管63(図には3本示しである)及
び猿梯子34等の付属物が取付けられている。FIG. 1 is an explanatory diagram of a large block for explaining the present invention. In the figure, 11 is a truncated conical first pedestal,
A dancing area 12 is provided at the bottom. 21 is a cylindrical second pedestal disposed within the first pedestal 11; 31 is a second pedestal;
A cylindrical sixth pillar pedestal is disposed within the pedestal 21 of @6, and a dancing place 32 is provided at the top of the pedestal 31 of @6. (three are shown) and accessories such as a monkey ladder 34 are attached.
これらをもって大ブロック10が構成されてお9、この
大ブロック10は工場で製作され、別に第1、第2の柱
脚11,21のための配管及び猿梯子等の付属物が準備
されている。These constitute a large block 10. This large block 10 is manufactured in a factory, and accessories such as piping and monkey ladders for the first and second column bases 11 and 21 are prepared separately. .
次に本発明に係る柱脚の建設方法の一例を説明する。Next, an example of a method for constructing a column base according to the present invention will be explained.
(1)大ブロック10及び第1、第2の柱脚11゜21
のための配管及び猿梯子を工場から建設現場に搬入する
。(1) Large block 10 and first and second column bases 11°21
Transport the piping and monkey ladders from the factory to the construction site.
(2) 第1図に示すように、大ブロック10を基礎
45上に据付け、アンカーポルト46にセットする。(2) As shown in FIG. 1, install the large block 10 on the foundation 45 and set it in the anchor port 46.
(3)溶接等に使用するため、第2図に示すように大ブ
ロック10の外周に仮設足場47を設ける。(3) For use in welding, etc., a temporary scaffold 47 is provided around the outer periphery of the large block 10, as shown in FIG.
(4)第6図に示すように、柱脚31を配管33、猿梯
子34と共に重機で吊上げ、柱脚31の下端部を柱脚2
1の上端部に溶接する。(4) As shown in FIG.
Weld to the upper end of 1.
(5)柱脚21の上部に踊シ場22を設け、必要に応じ
てこの踊シ場22から柱脚21.31の内面溶接を行な
う。(5) A landing pad 22 is provided on the upper part of the column base 21, and the inner surface of the column base 21.31 is welded from this landing pad 22 as necessary.
(6)第4図に示すように、柱脚21内にあらかじめ準
備しである配管23、猿梯子24をセットし、それぞれ
柱脚31の配管36、猿梯子64と溶接等によ多接続す
る。(6) As shown in Fig. 4, set the pipe 23 and monkey ladder 24 prepared in advance inside the column base 21, and connect them to the pipe 36 and monkey ladder 64 of the column base 31 by welding or the like. .
(7)柱脚31.21を配管33,23、猿梯子34.
24と共に重機で吊上げ、柱脚21の下端部を柱脚11
の上端部に溶接する。(7) Pipes 33, 23, monkey ladder 34.
24 with heavy equipment, and lift the lower end of the column base 21 to the column base 11.
Weld to the upper end of the
(8)柱脚11の上部に踊シ場15を設け、必要に応じ
てmυ場15から柱脚11.21の内面溶接を行なう。(8) A dance field 15 is provided on the upper part of the column base 11, and the inner surface of the column base 11.21 is welded from the mυ field 15 as necessary.
(9) 第5図(a)に示すように、柱脚11内にあ
らかじめ準備しである配管13、猿梯子14をセットシ
、それぞれ柱脚21の配管26、猿梯子24と溶接等に
よ多接続する。(9) As shown in Fig. 5(a), set the piping 13 and monkey ladder 14 prepared in advance inside the column base 11, and weld them to the piping 26 and monkey ladder 24 of the column base 21, respectively. Connecting.
αQ 以上によシ柱脚の建設が終ったときは、水槽部を
柱脚上に搭載する。αQ Once the construction of the column base is completed, the water tank section will be mounted on the column base.
次に各柱脚11.21.31の接続例を第6図により説
明する。(a)は柱脚21と31の下端部及び柱脚11
と21の上端部にそれぞれ丸棒51を溶接したもので、
重機により柱脚31(又は柱脚31.21)を吊上げる
と、丸棒51が柱脚21(又は柱脚11)の丸棒51に
接触して停止するので、レベル建入れ調整後溶接55す
る。Next, an example of the connection of each column base 11, 21, 31 will be explained with reference to FIG. (a) shows the lower ends of column bases 21 and 31 and column base 11
and 21, with a round bar 51 welded to the upper end of each.
When the column base 31 (or column base 31.21) is lifted by heavy machinery, the round bar 51 comes into contact with the round bar 51 of the column base 21 (or column base 11) and stops, so welding 55 after level erection adjustment is performed. do.
(b)は柱1脚21と31の下端部及び柱脚11と21
の上端部にそれぞれ鋼板52を溶接しておき、上記(a
)の場合と同様に両者を溶接する。(b) shows the lower end of column 1 legs 21 and 31 and column legs 11 and 21.
A steel plate 52 is welded to the upper end of each of the above (a).
) Weld both together in the same way as in the case of ).
(c) 、 (d)は柱脚21,31の下端部のみに丸
棒51又は鋼板52を溶接しておき、柱脚31(又は2
1)の引上げKよシ丸棒51(又は鋼板52)が柱脚2
1(又は11)Kひっかかって停止した位置でレベル建
入れ調整し、両者を溶接する。In (c) and (d), a round bar 51 or a steel plate 52 is welded only to the lower end of the column base 21, 31, and the column base 31 (or 2
The round rod 51 (or steel plate 52) of 1) is attached to the column base 2.
1 (or 11) Adjust the leveling at the position where K is caught and stopped, and weld the two together.
(e)は柱脚21.31の下端部に丸棒51を、柱脚1
1.21の上端部に鋼板52を溶接し、上記と同様に両
者を溶接する。In (e), a round bar 51 is attached to the lower end of the column base 21.31, and the column base 1
1. Steel plate 52 is welded to the upper end of 21, and both are welded in the same manner as above.
以上は柱脚の接続の一例を示すもので、これらを適宜組
合わせてもよく、あるいは他の手段を用いてもよい。The above is an example of connection of column bases, and these may be combined as appropriate, or other means may be used.
第7図は本発明の別の実施例を示すもので、例えば柱脚
11aが大型等のためトラック、トレーラ等で運搬でき
ない場合は、(a)図に示すように分解して搬入した第
1の柱脚11aを現場組立によシ基礎45上に据付ける
と共に%(b)図に示すように工場:(おいて第2〜第
4の柱脚21a、31a。FIG. 7 shows another embodiment of the present invention. For example, if the column base 11a is large and cannot be transported by truck, trailer, etc., as shown in FIG. The column bases 11a are assembled on-site and installed on the foundation 45, and the second to fourth column bases 21a, 31a are installed at the factory as shown in FIG.
41aをブロック組立した大ブロック10aを現場に搬
入して柱脚11&内に据付け、前記第1図〜第5図の要
領で建方を行なう。The large block 10a obtained by assembling the blocks 41a is carried to the site, installed inside the column base 11&, and erected as shown in FIGS. 1 to 5 above.
また、例えば工期を短縮したい場合は、第8図に示すよ
うに、第1の柱脚11aの現場組立中にV (b
)図に示すように大プ°ツク10゛を定盤48上に据付
け、第2〜第4の柱脚21a〜41at−第3図、第4
図の要領で順次接続し、柱脚11aの据付完了後配管2
3&〜43a1猿梯子24a〜44a等を取付けた第2
〜第4の柱脚21a〜41aを一体として、重機により
第1の柱脚11a上に搭載し、溶接して接続することも
できる。For example, if you want to shorten the construction period, as shown in FIG. 8, V (b
) As shown in the figure, the large block 10 is installed on the surface plate 48, and the second to fourth column bases 21a to 41at - Figures 3 and 4 are installed.
After the installation of the column base 11a is completed, connect the piping 2 in sequence as shown in the figure.
3&~43a1 The second with monkey ladders 24a~44a etc.
- The fourth column pedestals 21a to 41a can be integrally mounted on the first column pedestal 11a using heavy machinery and connected by welding.
以上の説明から明らかなように、本発明によれば次のよ
うな顕著な効果を挙げることができる。As is clear from the above description, according to the present invention, the following remarkable effects can be achieved.
(1) ブロックの数が少なくなるので、運搬の効率
が良くなシ、コストを低減できる。(1) Since the number of blocks is reduced, transportation efficiency is improved and costs can be reduced.
(2)工場及び現場の部材置場のスペースが小さくてよ
い。(2) Small space is required for parts storage in factories and on-site.
(3)柱脚、配管、猿梯子等を接続するための溶接足場
は−か所でよく、常に一定レベルで溶接作業を行なうこ
とができる。(3) Welding scaffolds for connecting column bases, piping, monkey ladders, etc. need only be placed at one location, and welding work can always be performed at a constant level.
(4)従来のように高所における溶接作業や建方作業が
不要になシ、シ九がって高所足場、昇降ステップ等の建
方、解体作業の必要もない。(4) There is no need for welding or construction work at high places as in the past, and there is also no need for construction or dismantling work of high-place scaffolding, elevating steps, etc.
(5)柱脚内の配管、猿梯子、踊場等の取付作業が柱脚
建方完了と同時に終了する。(5) Installation work for piping, monkey ladders, landings, etc. inside the column base will be completed at the same time as the column base construction is completed.
(6) これらのことから作業能率が大幅に向上し、
工期を短縮できるばかシでなく、工費も低減できる。(6) As a result of these things, work efficiency is greatly improved,
Not only can it shorten the construction period, but it can also reduce construction costs.
第1図は本発明を実施するための大ブロックの一例の説
明図、第2図〜第5図(a)は本発明に係る建設方法の
一例の説明図、第5図(b) 、 (c)はそれぞれ第
5図(a)のA−A、B−B断面図、第6図(a) 〜
(s)は上下の柱脚の接続例を示す説明図、第7図(a
)。
(b)及び第8図(a) 、 (b)はそれぞれ本発明
の他の実施例を示す説明図、第9図は従来の柱脚の建設
方法の説明図である。
10.10a:大ブロック、11e11m。
21.21a、31.31m、41a:柱脚、12.1
5.22,22a、32,32a、42a:踊シ場、1
3−23,23a、33−33m。
46a:配管、14,24.24a、34゜34m、4
4a:猿梯子、45:基礎。
代理人 弁理士 木 村 三 朗
第 2図
n
第3図
^
■
第4図
千
号
(C)Fig. 1 is an explanatory diagram of an example of a large block for implementing the present invention, Figs. 2 to 5 (a) are explanatory diagrams of an example of the construction method according to the present invention, and Fig. 5 (b), ( c) are sectional views taken along lines A-A and B-B in FIG. 5(a), and FIG. 6(a) to
(s) is an explanatory diagram showing an example of the connection of the upper and lower column bases, and Fig. 7 (a)
). (b) and FIGS. 8(a) and (b) are explanatory diagrams showing other embodiments of the present invention, respectively, and FIG. 9 is an explanatory diagram of a conventional method of constructing a column base. 10.10a: Large block, 11e11m. 21.21a, 31.31m, 41a: Column base, 12.1
5.22, 22a, 32, 32a, 42a: Odoshiba, 1
3-23, 23a, 33-33m. 46a: Piping, 14, 24.24a, 34° 34m, 4
4a: Monkey ladder, 45: Basics. Agent Patent Attorney Sanro Kimura Figure 2 n Figure 3 ^ ■ Figure 4 Thousand (C)
Claims (1)
おいて、 下部の柱脚内にそれより上部の柱脚を収容し、最内側の
柱脚内に配管等の附属物を取付けて大ブロックを構成し
、最下部の柱脚を基礎に据付けたのち内側の柱脚から順
次吊上げて下部の柱脚に接続すると共に、上部の柱脚に
取付けた付属物に下部の柱脚の付属物を接続することを
特徴とする高架水槽等の柱脚の建設方法。[Claims] In a column base of an elevated water tank or the like formed by connecting a plurality of divided column bases, the upper column base is accommodated in the lower column base, and piping, etc. is housed in the innermost column base. Attach the accessories to form a large block, install the bottom column base on the foundation, then lift it up from the inner column base in order and connect it to the lower column base, and connect the attachments attached to the upper column base. A method of constructing a column base for an elevated water tank, etc., characterized by connecting attachments of the lower column base.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP22115884A JPS61102972A (en) | 1984-10-23 | 1984-10-23 | Construction of pillar of high water tank |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP22115884A JPS61102972A (en) | 1984-10-23 | 1984-10-23 | Construction of pillar of high water tank |
Publications (1)
Publication Number | Publication Date |
---|---|
JPS61102972A true JPS61102972A (en) | 1986-05-21 |
Family
ID=16762382
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP22115884A Pending JPS61102972A (en) | 1984-10-23 | 1984-10-23 | Construction of pillar of high water tank |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS61102972A (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US5261455A (en) * | 1990-11-30 | 1993-11-16 | Nissan Motor Company, Ltd. | Pressure control valve for active suspension control system |
-
1984
- 1984-10-23 JP JP22115884A patent/JPS61102972A/en active Pending
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US5261455A (en) * | 1990-11-30 | 1993-11-16 | Nissan Motor Company, Ltd. | Pressure control valve for active suspension control system |
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