JPS6160229B2 - - Google Patents
Info
- Publication number
- JPS6160229B2 JPS6160229B2 JP52006746A JP674677A JPS6160229B2 JP S6160229 B2 JPS6160229 B2 JP S6160229B2 JP 52006746 A JP52006746 A JP 52006746A JP 674677 A JP674677 A JP 674677A JP S6160229 B2 JPS6160229 B2 JP S6160229B2
- Authority
- JP
- Japan
- Prior art keywords
- bottom plate
- pulley
- construction
- tank
- main members
- 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.)
- Expired
Links
Description
【発明の詳細な説明】
〈産業上の利用分野〉
この発明は石油貯蔵等の円筒型タンクの浮上建
設工法において本部材を上下方向に組立てるプロ
セスで側板等の本部材が傾斜するのを自動的に水
平に修正すると共に検査も容易、且つ、正確に行
えるようにした施工方法に関する発明であり、特
に、本部材の底板の内側に近接し、基礎上に垂立
させた支柱に対して底板を双方からの張体、及
び、支柱の調車を介して拘束するようにして行う
円筒型タンク施工方法に係る発明である。[Detailed Description of the Invention] <Industrial Application Field> This invention automatically prevents main members such as side plates from tilting during the process of vertically assembling main members in the floating construction method of cylindrical tanks for oil storage etc. This invention relates to a construction method that allows for easy and accurate inspection as well as horizontal correction, and in particular, the invention relates to a construction method that allows for easy and accurate inspection. This invention relates to a method of constructing a cylindrical tank in which the tank is restrained via tension members from both sides and pulleys of the struts.
〈従来技術〉
周知の如く、これまで石油貯蔵タンク等の円筒
型タンクの施工においては浮上建設方法が広く採
用されている。<Prior Art> As is well known, floating construction methods have been widely adopted in the construction of cylindrical tanks such as oil storage tanks.
而して、該浮上建設方法においては、浮上状態
でのタンク躯体の本部材の傾斜防止を図ることが
極めて重要な技術的事項となつており、それに対
処するにこれまで種々の防止策が案出採用されて
きた。 Therefore, in the floating construction method, it is an extremely important technical matter to prevent the main members of the tank body from tilting in the floating state, and various preventive measures have been proposed to date. I have been hired.
〈発明が解決しようとする問題点〉
さりながら、在来の傾斜防止技術では施工用支
柱に生ずるところろ傾斜発生時の水平力、浮き上
り力に対抗するべく数多くの種々の仮設部材を用
いていたために、仮設部材の材料費が嵩み、コス
ト高になる不利点があるばかりでなく、組立、解
体が煩雑である難点があり、建設プロセスにおけ
る傾斜防止に多くの労力と工期がかかるという不
具合があつた。<Problems to be Solved by the Invention> However, conventional tilt prevention technology uses a large number of various temporary members to counter the horizontal force and uplift force that occur on construction supports when tilt occurs. This not only has the disadvantage of increasing the cost of materials for temporary members, but also has the disadvantage that assembly and disassembly are complicated, and it takes a lot of labor and time to prevent tilting during the construction process. It was hot.
特に、底板施工について下側からの溶接や検査
等の作業は安全性の問題もからみ傾斜防止が強く
望まれてきた。 In particular, there has been a strong desire to prevent tilting of the bottom plate due to safety issues during welding and inspection from below.
この発明の目的は上述従来技術に基づく円筒型
タンクの浮上建設での傾斜防止技術の問題点を解
決すべき技術的課題とし、常に本部材の底板が水
平に自動的に維持されるようにして正確に施工、
検査が行えるようにしてエネルギー産業における
タンク利用分野に益する優れた円筒型タンク施工
方法を提供せんとするものである。 The purpose of this invention is to solve the technical problem of anti-tilt technology in floating construction of a cylindrical tank based on the above-mentioned conventional technology, and to solve the problem by automatically maintaining the bottom plate of this member horizontally at all times. Accurate construction,
It is an object of the present invention to provide an excellent construction method for a cylindrical tank that can be inspected and is beneficial to the field of tank utilization in the energy industry.
〈問題点を解決するための手段・作用〉
上述目的に沿い先述特許請求の範囲を要旨とす
るこの発明の構成は前述問題点を解決するために
施工する本部材の底板の内側に近接して基礎から
立設した直径上の一対の支柱に設けた調車に対
し、底板の躯体本部材を双方からワイヤーに係止
させて底板ろ直径上の一側部が傾斜すると自動的
に他側部が拘束状態で応動し、直ちに水平化し、
常に施工本部材の底板が確実に水平に在るように
維持された状態で施工を行い、併せて、水平状態
を維持している本部材の底板をワイヤーよりフツ
ク部材を介して吊下支持して無歪裡に検査等が確
実、且つ、スムースに行われるようにした技術的
手段を講じたものである。<Means/effects for solving the problems> In order to solve the above-mentioned problems, the structure of the present invention, which is summarized in the above-mentioned claims, is to solve the above-mentioned problems. For a pulley installed on a pair of diametrical supports erected from the foundation, the main body of the bottom plate is locked to wires from both sides, and when one side of the bottom plate tilts, the other side automatically moves. responded in a restrained state, immediately leveled the
Construction work is carried out with the bottom plate of the main component being reliably maintained horizontally at all times, and at the same time, the bottom plate of the main component, which is maintained in a horizontal state, is suspended and supported from a wire via a hook member. Technical measures have been taken to ensure that inspections, etc. can be carried out reliably and smoothly without distortion.
〈実施例〉
次に、この発明の実施例を図面に従つて説明す
れば以下の通りである。<Example> Next, an example of the present invention will be described below with reference to the drawings.
第1,2,3a,3b図に示す原理的態様にお
いて、タンクアニユラー部上でタンク中心を通る
直径上に相対向する一対を以つて一組とする支柱
2,2の各下部に一つの調車としての滑車3を、
又、上部には2つの調車としての滑車4,5をそ
れぞれ支柱2,2に貫設した軸6,7に遊挿して
設ける。 In the principle mode shown in Figures 1, 2, 3a, and 3b, one support at the bottom of each of the support columns 2, 2, which is made up of a pair of supports 2, 2 facing each other on a diameter passing through the center of the tank on the tank annular part. Pulley 3 as a pulley,
Further, two pulleys 4 and 5 are provided on the upper part, and are loosely inserted into shafts 6 and 7 extending through the pillars 2 and 2, respectively.
そして、浮上施工に当り、底板8を外側縁に適
宜シール材9を装備して底板撓み防止材10を基
礎11上に所定に立設して支持し、支柱2,2に
対しては仮止めし、躯体の本部材としての屋根1
2付の側板13をシール材9を介して気密裡に底
板8上に周知の如く空気圧で浮上させて支持す
る。 Then, for floating construction, the bottom plate 8 is equipped with a sealing material 9 on the outer edge as appropriate, and the bottom plate deflection prevention material 10 is erected and supported at a predetermined position on the foundation 11, and temporarily fixed to the pillars 2, 2. The roof 1 as the main component of the frame
The side plate 13 with two attachments is airtightly floated and supported on the bottom plate 8 via the sealing material 9 using air pressure as is well known.
而して、第1,3a図に示す様に、側板13の
施工プロセスで最下段の側板13′の内側に設け
リング状側板補強部材14に対して上記支柱2,
2に対応してその上端のフツク15に一端を係止
固定したワイヤー16を前記上部の滑車の一つ4
に係合して水平に張設し、タンク内中心を経由
し、第3b図に示す様に他側の支柱2の上部の非
対応の滑車5に係合して垂下し、下方の滑車3に
係合して再び上延して他側の側板補強部材14の
下端のフツク17に係止固定させている。 As shown in FIGS. 1 and 3a, during the construction process of the side plate 13, the pillars 2,
A wire 16, one end of which is locked and fixed to the hook 15 at the upper end corresponding to 2, is connected to one of the upper pulleys 4.
It engages with the pulley 5 on the other side and hangs down, passing through the center of the tank, as shown in Fig. 3b, and lowering the pulley 3 below. It is engaged with and extends upward again to be locked and fixed to the hook 17 at the lower end of the side plate reinforcing member 14 on the other side.
一方、第3a図に示す様に、側板補強部材14
の下端のフツク17に一端を係止固定したワイヤ
ー18は下延して支柱2の下部滑車3に係合して
再び上延し、上部の他方の滑車5に係合して水平
に張設延出され、対向する支柱2の非対応の上部
滑車4に係合して垂下し、他側の側板補強部材1
4の上部フツク15に他端を係止固定されてい
る。 On the other hand, as shown in FIG. 3a, the side plate reinforcing member 14
The wire 18, whose one end is locked and fixed to the hook 17 at the lower end, extends downward, engages with the lower pulley 3 of the column 2, extends upward again, engages with the other pulley 5 at the upper end, and is stretched horizontally. is engaged with the non-compatible upper pulley 4 of the opposing support column 2 and hangs down, and the side plate reinforcing member 1 on the other side
The other end is locked and fixed to the upper hook 15 of 4.
したがつて、一側の側板補強部材14が上下動
すると直ちに自動的にワイヤー16,18、滑車
3,4,5を介して他側の側板補強部材14も随
伴して上下応動し、常に両者同一レベルに在るこ
とになる。 Therefore, as soon as the side plate reinforcing member 14 on one side moves up and down, the side plate reinforcing member 14 on the other side automatically moves up and down along with it via the wires 16, 18 and pulleys 3, 4, 5, so that both sides are always moved up and down. They will be on the same level.
よつて、底板8、屋根12、側板13間に圧入
されている空気の圧力による各部への均等分布荷
重19があつて最高下段側板13′に対する次段
の側板13に対する溶接施工での部分傾動が発生
しても直ちに全く自動的に施工躯体の本部材の傾
斜は防止されることになる。 Therefore, there is an evenly distributed load 19 on each part due to the pressure of the air press-fitted between the bottom plate 8, roof 12, and side plate 13, and partial tilting occurs when welding the next side plate 13 to the lowest side plate 13'. Even if this occurs, the tilting of the main members of the construction frame is immediately and completely automatically prevented.
そこで、矢印に示す様に周知の手段で空気圧を
増加して一段分づつ屋根12付の側板13を上昇
させて側板の施工を続行する。 Therefore, as shown by the arrow, the air pressure is increased by known means to raise the side plate 13 with the roof 12 one step at a time, and construction of the side plate is continued.
又、第4図に示す実施例の様に上述側板補強部
材14に対するワイヤ16,18の係止関係を底
板8の周縁に設けた上下のフツク20,21に対
する係止関係とすることにより、前記支柱2,
2、滑車3,4,5の装置が同機能で用いられて
自動水平状態で底板8と基礎11、及び、側板1
3間のガス圧22封入によるタンク底板8の浮上
工法にも用いることが可能であることは勿論であ
る。 Further, as in the embodiment shown in FIG. 4, the wires 16 and 18 are engaged with the side plate reinforcing member 14 in a manner that they are engaged with the upper and lower hooks 20 and 21 provided on the periphery of the bottom plate 8, thereby making it possible to Pillar 2,
2. The devices of pulleys 3, 4, and 5 are used for the same function, and the bottom plate 8, the foundation 11, and the side plate 1 are automatically leveled.
Of course, it is also possible to use the method of floating the tank bottom plate 8 by filling the gas pressure 22 between 3 and 3.
尚、上述施工において、側板13が既に施工さ
れている状態では支柱2,2はその上端で側板1
3の内面との間に連結材23が配設される。 In addition, in the above-mentioned construction, when the side plate 13 has already been constructed, the pillars 2, 2 are attached to the side plate 1 at their upper ends.
A connecting member 23 is disposed between the inner surface of the member 3 and the inner surface of the member 3.
前述第1図に示す態様では、支柱2,2に発生
する水平力Aは対抗する力は支柱2,2に仮止め
固定された底板8に求めることが出来、同時に発
生する支柱2,2に対する浮上り力bについては
底板8にかかる内圧により支持力を受け充分に対
向出来第4図に示す実施例の場合においても連結
材23、支柱2により水平力、浮上り力に対する
効力を求めることが出来る。 In the embodiment shown in FIG. 1 described above, the horizontal force A generated on the columns 2, 2 can be determined by the opposing force on the bottom plate 8 which is temporarily fixed to the columns 2, 2. Regarding the levitation force b, it is possible to sufficiently counter the levitation force b due to the internal pressure applied to the bottom plate 8, and even in the case of the embodiment shown in FIG. I can do it.
而して、上述原理態様に則して実施例を説明す
ると上記底板8の浮上施工等の場合、底板8の下
面からの溶接工事があるが、溶接作業、及び、X
線点検検査作業をする場合、当然のことながら、
底板8下方での諸作業が要求される。 An example will be described based on the above-mentioned principles. In the case of floating construction of the bottom plate 8, there is welding work from the bottom surface of the bottom plate 8.
When performing line inspection inspection work, it goes without saying that
Various operations are required below the bottom plate 8.
而して、その場合、底板8の撓みが種々の悪条
件を生むため、撓み防止策が必要となる。 In that case, the deflection of the bottom plate 8 creates various adverse conditions, and therefore, measures to prevent deflection are required.
そこで、この発明では第5図の実施例に示す様
に、ワイヤー16,18に対し適宜移動止め装置
24を配設し、支柱2に仮止めした底板8′に対
してワイヤー16,18の移動を防止すると共
に、ワイヤー16,18より支持材としてのフツ
ク部材25,25…を所定数懸架して適宜底板
8′を吊り状態にして均一水平化し、無歪裡に前
記溶接、或は、X線検査作業を行う。 Therefore, in the present invention, as shown in the embodiment shown in FIG. At the same time, a predetermined number of hook members 25, 25, . Perform line inspection work.
尚、上述実施例においては張体、及び、調車を
ワイヤー、滑車としたが、それに限ることなく、
チエン、スプロケツト方式でも可能であることは
勿論である。 In the above embodiments, the tension body and the pulley were wires and pulleys, but the invention is not limited thereto.
Of course, a chain and sprocket method is also possible.
〈発明の効果〉
以上、この発明によれば、円筒型タンク施工方
法において、躯体の本部材の底板の直径上の両端
部をこれに近接して内側に基礎から垂立させた支
柱を介して各支柱の調車と双方からのワイヤーに
より拘束し、一側の上下挙動が即自動的に他側の
上下動に応動させ得るようにしたことにより、本
部材が施工プロセスにて常に底板が自動的に同一
レベルにあり、したがつて、常に水平維持され、
正確に傾斜が防止されるという優れた効果があ
る。<Effects of the Invention> As described above, according to the present invention, in the cylindrical tank construction method, both diametrical ends of the bottom plate of the main member of the frame are connected inwardly through pillars vertically extending from the foundation. By restraining each pillar with a pulley and wires from both sides, the vertical movement of one side can immediately and automatically respond to the vertical movement of the other side, so that the bottom plate always moves automatically during the construction process. are at the same level and therefore always maintained horizontally,
This has the excellent effect of accurately preventing tilting.
そのため、施工が早期に正確に行われるのみな
らず、支柱、ワイヤー、調車等の装置も簡単で済
むため、それらの付帯設備のコストも安く、作業
性も良い副次的メリツトもある。 Therefore, not only can construction be carried out quickly and accurately, but equipment such as supports, wires, and pulleys can be simple, so the cost of these ancillary equipment is low, and there are additional benefits of good workability.
又、上記ワイヤーと底板との間にフツク材を介
装することにより、上記効果に加えて底板を無歪
状態に水平化維持が出来、それによつて、底板下
部での溶接や検査作業が正確、且つ、スムースに
行える効果もある。 Additionally, by interposing a hook material between the wire and the bottom plate, in addition to the above effects, the bottom plate can be maintained horizontally without distortion, which allows for accurate welding and inspection work at the bottom of the bottom plate. , and has the effect of being able to be performed smoothly.
図面はこの発明の実施例を示すものであり、第
1図は原理態様の全体概略縦断面図、第2図はそ
の概略平断面図、第3a,3b図は、傾斜防止機
構の斜視図、第4図は他の実施例の部分縦断面
図、第5図は実施例の部分縦断面図である。
12,13,13′,8,8′……タンク躯体、
13,8,8′……本部材、8……底板、2……
支柱、3,4,5……調車、16,18……ワイ
ヤー、25……支持材。
The drawings show an embodiment of the present invention, in which FIG. 1 is a general schematic vertical sectional view of the principle aspect, FIG. 2 is a schematic plan sectional view thereof, and FIGS. 3a and 3b are perspective views of the tilt prevention mechanism. FIG. 4 is a partial longitudinal sectional view of another embodiment, and FIG. 5 is a partial longitudinal sectional view of the embodiment. 12, 13, 13', 8, 8'...Tank body,
13, 8, 8'...Main member, 8...Bottom plate, 2...
Pillar, 3, 4, 5...pulley, 16, 18... wire, 25... support material.
Claims (1)
ロセスにて本部材の傾斜を自動修正しながら施工
する円筒型タンク施工方法において、上記本部材
の底板の直径上の両端部をこれに近接して基礎か
ら垂立した支柱を介して各支柱の調車、及び各調
車に双方より係合張設するワイヤーにより上下動
を相互に拘束した状態で一側の上下動が自動的に
他側の補償的な上下動動作をして応動させるよう
にして両側が施工中常に同一レベルに在るように
し、更にワイヤーから底板をフツク部材を介して
フラツトに維持して施工することを特徴とする円
筒型タンク施工方法。1. In a cylindrical tank construction method in which the main members of the tank body are constructed while automatically correcting the inclination of the main members in the process of assembling them in the vertical direction, both diametrical ends of the bottom plate of the above-mentioned main members are placed close to the base plate. The vertical movement of one side is automatically compensated for by the pulley of each pillar via the vertical pillar, and the vertical movement of the other side is restrained by the wires that are engaged with each pulley from both sides. The cylindrical type is characterized in that both sides are always at the same level during construction by reacting with vertical movement, and the bottom plate is maintained flat from the wire through the hook member. Tank construction method.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP674677A JPS5393635A (en) | 1977-01-26 | 1977-01-26 | Method of constructing cylindrical tank |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP674677A JPS5393635A (en) | 1977-01-26 | 1977-01-26 | Method of constructing cylindrical tank |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS5393635A JPS5393635A (en) | 1978-08-16 |
| JPS6160229B2 true JPS6160229B2 (en) | 1986-12-19 |
Family
ID=11646755
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP674677A Granted JPS5393635A (en) | 1977-01-26 | 1977-01-26 | Method of constructing cylindrical tank |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS5393635A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS61249073A (en) * | 1985-04-26 | 1986-11-06 | 日本精機株式会社 | Liquid crystal display unit |
-
1977
- 1977-01-26 JP JP674677A patent/JPS5393635A/en active Granted
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS61249073A (en) * | 1985-04-26 | 1986-11-06 | 日本精機株式会社 | Liquid crystal display unit |
Also Published As
| Publication number | Publication date |
|---|---|
| JPS5393635A (en) | 1978-08-16 |
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