JPH089917B2 - Construction method of steel tower supported chimney - Google Patents
Construction method of steel tower supported chimneyInfo
- Publication number
- JPH089917B2 JPH089917B2 JP61000800A JP80086A JPH089917B2 JP H089917 B2 JPH089917 B2 JP H089917B2 JP 61000800 A JP61000800 A JP 61000800A JP 80086 A JP80086 A JP 80086A JP H089917 B2 JPH089917 B2 JP H089917B2
- Authority
- JP
- Japan
- Prior art keywords
- steel tower
- layer
- tower
- cylinder
- erected
- 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 - Lifetime
Links
- 229910000831 Steel Inorganic materials 0.000 title claims description 36
- 239000010959 steel Substances 0.000 title claims description 36
- 238000010276 construction Methods 0.000 title description 4
- 238000000034 method Methods 0.000 claims description 13
- 239000000725 suspension Substances 0.000 claims description 2
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
Landscapes
- Conveying And Assembling Of Building Elements In Situ (AREA)
Description
【発明の詳細な説明】 (産業上の利用分野) 本発明は鉄塔支持型煙突の架設方法に係るものであ
る。DETAILED DESCRIPTION OF THE INVENTION (Industrial field of application) The present invention relates to a method for constructing a steel tower supported chimney.
(従来の技術) 従来、この種の架設工法においては、トラツククレン
で架設できる高さまで鉄塔部分をトラツククレンで架設
し、それ以上の高い部分は、ジヤツキアツプ工法、サイ
ドタワー工法、エレクター工法等で鉄塔部分及び筒身部
分を架設していた。(Prior art) Conventionally, in this type of erection method, the tower part is erected with the track crane to a height where it can be erected with the track crane, and the higher part is the tower tower method, the side tower method, the erector method, etc. The part and the barrel part were installed.
第9図乃至第11図は前記各工法のうちエレクター工法
を示すもので、トラツククレン(a)によつて架設可能
な高さHまで鉄塔(b)を架設して(第9図参照)第10
図に示すようにエレクター(c)を設置し、同エレクタ
ーによつてトラツククレンで架設できない上方の鉄塔部
分を架設する。9 to 11 show the erector method among the above-mentioned methods, in which the steel tower (b) is erected up to a height H that can be erected by the track crane (a) (see FIG. 9). Ten
As shown in the figure, the erector (c) is installed, and the upper tower portion that cannot be erected by the truck crane is erected by the erector.
次いで鉄塔頂部に吊上げ用ワイヤー(d)を装架し、
筒身ブロツク(e)を順次鉄塔の下側に挿入して上位の
筒身ブロツクと溶接して吊上げ、筒身(f)の架設を行
なう。(第11図参照) (発明が解決しようとする問題点) 前記エレクター工法ではエレクター、またジヤツキア
ツプ工法ではジヤツキアツプ装置、サイドタワー工法で
はタワークレンという特殊な装置が必要となり、このた
め、これらの架設機材の手配が困難な地域がでてくる。Next, attach the lifting wire (d) to the top of the tower,
The cylinder blocks (e) are sequentially inserted into the lower side of the steel tower, welded to the upper cylinder blocks and lifted, and the cylinder body (f) is erected. (Refer to FIG. 11) (Problems to be solved by the invention) A special device called an erector is required for the erector method, a jack up device is used for the jack up method, and a tawer wrench is used for the side tower method. There are areas where it is difficult to arrange.
また前記各架設工法とも、鉄塔の立上げはトラツクク
レンで行ない、初期にトラツククレンを利用し、その
後、特殊な架設法を適用するため、トラツククレン以外
の装置が必要となり、架設コストがトラツククレンだけ
で架設した場合より高くなる。In addition, in each of the above-mentioned construction methods, the tower is built up with a truck crane, the truck crane is used in the initial stage, and then a special construction method is applied, so a device other than the truck crane is required. It will be higher than if installed alone.
(問題点を解決するための手段) 本発明はこのような問題点を解決するために提案され
たもので、地上に架設された低層鉄塔部に、吊上げ用ワ
イヤーによつて筒身ブロツクの吊上げと下端部筒身ブロ
ツクの継接とを反覆して前記低層鉄塔部上方に突出する
筒身を構築し、次いでトラツククレンによつて、上空に
おいて、前記筒身に第1層の鉄塔部分を固定し、次いで
第1層の鉄塔部分を固定した筒身を、前記吊上げ用ワイ
ヤーによつてせり上げ、以下前記第1層の鉄塔部分に対
する下層の鉄塔部分の継接と、前記筒身のせり上げとを
反覆することを特徴とする。(Means for Solving Problems) The present invention has been proposed in order to solve such problems, and a cylindrical block is hoisted by a hoisting wire to a low-rise tower section erected on the ground. And a joint of the lower end cylinder block is overturned to construct a cylinder projecting above the low-rise steel tower part, and then a track crane is used to fix the steel tower part of the first layer to the cylinder body in the sky. Then, the tubular body to which the steel tower portion of the first layer is fixed is lifted up by the lifting wire, and subsequently, the connection of the steel tower portion of the lower layer to the steel tower portion of the first layer and the lifting of the tubular body. It is characterized by repeating and.
(作 用) 本発明においては前記したように、トラツククレンに
よつて架設した低層鉄塔より筒身ブロツクを吊上げると
ともに、鉄塔内に下端筒身ブロツクを挿入して上位の筒
身ブロツクと継接し、以下このような操作を反覆して前
記低層鉄塔より上方に突出する筒身を構築し、しかるの
ちトラツククレンによつて上空部分において前記筒身に
第1層の鉄塔部分を固定して同筒身をせり上げるととも
に、同筒身の下端に新らたな筒身ブロツクを継接し、次
いで前記第1層の鉄塔部分の下方に第2層の鉄塔部分を
継接して筒身をせり上げるとともに、その下端に新らた
な筒身ブロツクを継接し、以下前記同様の操作を反覆し
て鉄塔支持型煙突を構築する。(Operation) In the present invention, as described above, while the cylinder block is hung from the low-rise tower erected by the track crane, the lower cylinder block is inserted into the tower and is connected to the upper cylinder block. Then, a tube body projecting upward from the low-rise steel tower is constructed by reversing the above-mentioned operation, and then the steel tower portion of the first layer is fixed to the cylinder body in the sky by a truck crane to form the same cylinder. Along with raising the body, a new cylinder block is joined to the lower end of the barrel, and then a steel tower part of the second layer is joined below the steel tower part of the first layer to raise the cylinder body. , A new cylindrical block is connected to the lower end of the block, and the same operation as described above is repeated to construct a tower supporting chimney.
(実施例) 以下本発明を1筒8層鉄塔支持型煙突の架設に適用し
た図示の実施例について説明する。(Example) Hereinafter, an illustrated example in which the present invention is applied to the construction of a single-cylinder 8-layer tower-supporting chimney will be described.
鉄塔部分をトラツククレン(1)によつて架設可能な
範囲(H)の手前の高さまで架設する。(第1図参照) このように架設された低層鉄塔部分(2)の頂部に吊
り上げ用ワイヤー(3)を仕込み、筒身ブロツク(4)
を吊り上げる。(第2図参照) 更に前記鉄塔部分(2)の下部に対する筒身ブロツク
(4)の挿入及び、下端の筒身ブロツクに対する溶接と
筒身の吊り上げとを繰り返して、筒身(5)を架設す
る。(第3図参照) 次いでトラツククレン(1)で第1層の鉄塔部材(6
A)を吊り上げ、上空で筒身(5)に固定する。(第4
図参照) 次いで第1層の鉄塔部材(6A)を筒身(5)に固定し
たまま筒身(5)を吊り上げ、前記鉄塔部分(2)の下
端より筒身ブロツク(4)を挿入して筒身下端に溶接
し、同筒身の吊り上げを行なう。(第5図参照) 次いでトラツククレン(1)により、第1層の鉄塔部
分(6A)の下側に第2層の鉄塔部分(6B)を吊り上げ、
継接する。(第6図参照) 次いで第1層及び第2層の両鉄塔部分(6A)(6B)を
筒身(5)に固定したまま同筒身(5)を吊り上げ、前
記同様にして筒身ブロツク(4)を挿入継接し、筒身の
吊り上げを行なう。(第7図参照) 次いでトラツククレン(1)により、第2層の鉄塔部
分(6B)の下側に第3層の鉄塔部分(6C)を吊り上げ架
設する。(第8図参照) 以下、筒身の吊り上げと鉄塔部分の取り付けと筒身の
吊り上げという段取りを繰返すことにより鉄塔と筒身を
架設していく。The steel tower part is erected to a height before the range (H) where it can be erected by the truck crane (1). (Refer to FIG. 1) A hoisting wire (3) was charged on the top of the low-rise tower part (2) thus constructed, and the tubular block (4)
Hoist. (See FIG. 2) Further, the barrel block (4) is inserted into the lower part of the steel tower part (2), the welding to the barrel block at the lower end and the lifting of the barrel are repeated to erect the barrel (5). To do. (Refer to Fig. 3) Next, the track crane (1) was used to construct the steel tower member (6
Lift A) and fix it to the barrel (5) in the air. (4th
(See the figure) Next, the cylinder body (5) is lifted while the first layer steel tower member (6A) is fixed to the cylinder body (5), and the cylinder block (4) is inserted from the lower end of the steel tower part (2). Weld the bottom of the barrel and lift the barrel. (Refer to FIG. 5) Then, the track crane (1) lifts the steel tower portion (6B) of the second layer below the steel tower portion (6A) of the first layer,
Connect. (Refer to FIG. 6) Then, while the steel tower portions (6A) and (6B) of the first layer and the second layer are fixed to the tubular body (5), the tubular body (5) is hung up, and the tubular block is carried out in the same manner as described above. (4) is inserted and connected, and the cylinder body is lifted. (See FIG. 7) Next, the track crane (1) is used to hang and erect the steel tower portion (6C) of the third layer below the steel tower portion (6B) of the second layer. (Refer to FIG. 8) Hereinafter, the steel tower and the barrel are erected by repeating the setup of lifting the barrel, attaching the steel tower portion, and lifting the barrel.
(発明の効果) このように本発明によるときは地上に架設された低層
鉄塔部に吊上げ用ワイヤーによつて筒身ブロツクの吊り
上げと下端部筒身ブロツクの継接とを反覆して前記低層
鉄塔部上方に突出する筒身を構築し、次いでトラツクク
レンによつて、上空において、前記筒身に第1層の鉄塔
部分を固定し、次いで第1層の鉄塔部分を固定した筒身
を、前記吊上げ用ワイヤーによつてせり上げ、以下前記
第1層の鉄塔部分に対する下層の鉄塔部分の継接と、前
記筒身のせり上げとを反覆するものであるからトラツク
クレンの他には、架設工事に一般的に使用される吊上げ
用ワイヤーとウインチのみを用いればよく、エレクタ、
ジヤツキ等の特殊な架設機材を手配することを必要とせ
ず、小型のトラツククレンで高層の鉄塔支持型煙突の架
設が可能となる効果を有する。(Effects of the Invention) As described above, according to the present invention, the low-rise steel tower is erected above the ground by reversing the suspension of the cylindrical block and the joint of the lower-end cylindrical block with the wire for lifting. A tubular body projecting upward from the upper part, and then, by means of a truck crane, in the sky, the first layer steel tower portion is fixed to the tubular body, and then the first layer steel tower portion is fixed to the tubular body. It is lifted up by a hoisting wire, and the connection of the lower tower part to the first tower part and the lifting of the tubular body are reversed. It is sufficient to use only the lifting wire and winch commonly used for
There is an effect that it is possible to construct a high-rise tower-supporting chimney with a small truck crane without the need to arrange special equipment such as a jack.
以上本発明を実施例について説明したが、本発明は勿
論このような実施例にだけ局限されるものではなく、本
発明の精神を逸脱しない範囲内で種種の設計の改変を施
しうるものである。Although the present invention has been described with reference to the embodiments, the present invention is of course not limited to such embodiments, and various design modifications can be made without departing from the spirit of the present invention. .
第1図乃至第8図は本発明に係る鉄塔支持型煙突の架設
方法の一実施例の工程を示す正面図、第9図乃至第11図
は従来のエレクター工法の工程を示す正面図である。 (1)……トラツククレン、(2)……低層鉄塔部分 (4)……筒身ブロツク、(5)……筒身 (6A)……第1層の鉄塔部材1 to 8 are front views showing steps of an embodiment of a method for constructing a steel tower supported chimney according to the present invention, and FIGS. 9 to 11 are front views showing steps of a conventional erector method. . (1) …… Truck crane, (2) …… Low-rise tower part (4) …… Cylinder block, (5) …… Cylinder (6A) …… First layer tower member
Claims (1)
ワイヤーによつて筒身ブロツクの吊上げと下端部筒身ブ
ロツクの継接とを反覆して前記低層鉄塔部上方に突出す
る筒身を構築し、次いでトラツククレンによつて、上空
において、前記筒身に第1層の鉄塔部分を固定し、次い
で第1層の鉄塔部分を固定した筒身を、前記吊上げ用ワ
イヤーによつてせり上げ、以下前記第1層の鉄塔部分に
対する下層の鉄塔部分の継接と、前記筒身のせり上げと
を反覆することを特徴とする鉄塔支持型煙突の架設方
法。1. A tubular body projecting above the low-rise steel tower section by reversing the suspension of the tubular block and the joining of the lower-end tubular block with a lifting wire in the low-rise steel tower section installed on the ground. Then, by using a truck crane, the steel tower portion of the first layer is fixed to the cylinder body in the sky, and then the cylinder body having the steel tower portion of the first layer is fixed by the lifting wire. The method of erection of a chimney supporting a steel tower, wherein the connection of the steel tower portion of the lower layer to the steel tower portion of the first layer and the raising of the tubular body are reversed.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP61000800A JPH089917B2 (en) | 1986-01-08 | 1986-01-08 | Construction method of steel tower supported chimney |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP61000800A JPH089917B2 (en) | 1986-01-08 | 1986-01-08 | Construction method of steel tower supported chimney |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS62160377A JPS62160377A (en) | 1987-07-16 |
| JPH089917B2 true JPH089917B2 (en) | 1996-01-31 |
Family
ID=11483759
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP61000800A Expired - Lifetime JPH089917B2 (en) | 1986-01-08 | 1986-01-08 | Construction method of steel tower supported chimney |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH089917B2 (en) |
Family Cites Families (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS5313105A (en) * | 1976-07-22 | 1978-02-06 | Toshiba Corp | Rotary machine |
-
1986
- 1986-01-08 JP JP61000800A patent/JPH089917B2/en not_active Expired - Lifetime
Also Published As
| Publication number | Publication date |
|---|---|
| JPS62160377A (en) | 1987-07-16 |
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