JPS5928713B2 - How to build a steel tower - Google Patents

How to build a steel tower

Info

Publication number
JPS5928713B2
JPS5928713B2 JP5292079A JP5292079A JPS5928713B2 JP S5928713 B2 JPS5928713 B2 JP S5928713B2 JP 5292079 A JP5292079 A JP 5292079A JP 5292079 A JP5292079 A JP 5292079A JP S5928713 B2 JPS5928713 B2 JP S5928713B2
Authority
JP
Japan
Prior art keywords
divided
divided structure
jacking device
steel tower
frame
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
Application number
JP5292079A
Other languages
Japanese (ja)
Other versions
JPS55145280A (en
Inventor
正 石井
幸広 丸山
広始 藤田
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.)
Niigata Engineering Co Ltd
Original Assignee
Niigata Engineering Co Ltd
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 Niigata Engineering Co Ltd filed Critical Niigata Engineering Co Ltd
Priority to JP5292079A priority Critical patent/JPS5928713B2/en
Publication of JPS55145280A publication Critical patent/JPS55145280A/en
Publication of JPS5928713B2 publication Critical patent/JPS5928713B2/en
Expired legal-status Critical Current

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Description

【発明の詳細な説明】 本発明は、鋼製煙突等を地面に構築する構築方法に関す
るものである。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a construction method for constructing a steel chimney or the like on the ground.

鋼製煙突等の広義の鉄塔を組み立てる場合、従来におい
ては、一般にトラッククレーンやウィンチ等によって、
その鉄塔の構成部材を構築場所において下から順次積み
上げて組み立てていく工法が採用されているが、作業の
進行に能ってその位置が高(なると、地検が増すばかり
でなく、虱が強まって部材が揺れ動くことから、ボルト
や溶接による部材の組み立てが困難になり作業能率が大
幅に低下する。
In the past, when assembling steel towers such as steel chimneys, it was generally done using truck cranes, winches, etc.
The construction method used is to stack the tower's components one by one from the bottom up at the construction site, but as the work progresses, the towers are placed at higher elevations (which not only increases the number of land inspections, but also increases the risk of lice). Because the parts swing, it becomes difficult to assemble the parts using bolts or welding, and work efficiency is significantly reduced.

また鉄塔の構築場所が狭くてすぐ近くにクレーン等を設
置することができないような場合には、構築場所から離
れた位置に長大ブームを有する大型のクレーン等を設置
して鉄塔の構成部材を吊上げる必要があり、クレーンの
稼働費が高くつくほか、クレーンの輸送に多大な費用が
かかる、などの欠点がある。
In addition, if the construction site of the steel tower is small and it is not possible to install a crane, etc. in the immediate vicinity, a large crane with a long boom may be installed at a distance from the construction site to suspend the tower components. There are disadvantages such as the need to raise the crane, which increases operating costs for the crane, and the large cost of transporting the crane.

本発明は上記に鑑みてなされたもので、大型のクレーン
を必要とせず、鉄塔の構築場所の広さに関係なく鉄塔を
地面若しくはこれに近い低い位置で能率よくかつ安全に
組み立てることができる鉄塔の構築方法を提供すること
を目的とする。
The present invention has been made in view of the above, and is a steel tower that does not require a large crane and can be efficiently and safely assembled on the ground or at a low position close to the ground, regardless of the size of the construction site. The purpose is to provide a construction method.

以下本発明を図面を参照して詳細に説明する。The present invention will be explained in detail below with reference to the drawings.

添付図面は架構付きの鋼鉄製煙突の構築例を示すもので
、1は架台である−0この架台1はジヤツキ装置2を備
え、架構3で周囲を囲まれた煙突4すなわち鉄塔の構築
が予定される地面(基礎コンクリート)5の上に小型の
クレーン(図示せず)により組み立てられる。
The attached drawing shows an example of the construction of a steel chimney with a frame, and 1 is a pedestal. This pedestal 1 is equipped with a jacking device 2, and a chimney 4 surrounded by a frame 3, that is, a steel tower is planned to be constructed. It is assembled by a small crane (not shown) on the ground (foundation concrete) 5.

上記とは別に鉄塔は、複数の分割構造体aybC・・・
・・・に上下に分割されて上方のものから次のようにし
て順時組み立てられる。
Apart from the above, the steel tower has multiple divided structures aybC...
It is divided into upper and lower parts and assembled sequentially from the upper part as follows.

すなわち、最上部の分割構造体aは、架構ブロック6の
上に点検台7をのせ、架構ブロック6の中心に筒身8を
入れて緊結金具9で両部材を一体化するとともに、筒身
8の上に火粉噴出防止器10をのせて組み立てる。
That is, the uppermost divided structure a is obtained by placing the inspection table 7 on top of the frame block 6, inserting the cylinder body 8 into the center of the frame block 6, and integrating both members with the fastening fittings 9. Place the powder blowout preventer 10 on top and assemble.

この分割構造体aは、クレーン等によって架台1に運び
込み、第3図のまうにジヤツキ装置2により空中に支持
する。
This divided structure a is carried onto a pedestal 1 by a crane or the like and supported in the air by a jacking device 2 as shown in FIG.

第2の分割構造体すは、2本の筒身8と架構ブロック1
3とから成り、上下装置11を設備した台車12で2本
の筒身8を架台1に別々に運び込み、上下装置11によ
りそれらを上昇させて分割構造体aの筒身8の下端に溶
接等の手段で連結し更に架構ブロック13を上記と同様
に架台1に運んで分割構造体aの架構ブロック6の下端
に高張力ボルト等により連結して組み立てる(第4図参
照)。
The second divided structure consists of two cylinder bodies 8 and a frame block 1.
3, the two cylinder bodies 8 are carried separately to the frame 1 by a cart 12 equipped with an up-and-down device 11, and they are raised by the up-and-down device 11 and welded etc. to the lower end of the cylinder body 8 of the split structure a. Furthermore, the frame block 13 is carried to the pedestal 1 in the same manner as described above, and is assembled by connecting it to the lower end of the frame block 6 of the divided structure a using high-tensile bolts or the like (see FIG. 4).

第3の分割構造体Cは上記第2の分割構造体すと同様に
2本の筒身8と架構ブロック13とから成り、第2の分
割構造体すの場合と同様に架台1に運び込んで上位の分
割構造体すの下に連結して組み立てるが、第3の分割構
造体Cの上記組立てに先立ってこれよりも上位の分割構
造体a。
The third divided structure C is made up of two cylinder bodies 8 and a frame block 13 in the same way as the second divided structure, and is transported to the frame 1 in the same way as the second divided structure. The upper divided structure A is connected and assembled below the upper divided structure A, but prior to the above-mentioned assembly of the third divided structure C, the upper divided structure A is assembled.

bを一体に連結したまま、分割構造体Cの組み立及び連
結に必要な分だけジヤツキ装置2により上昇させる。
b are raised by the jacking device 2 by the amount necessary for assembling and connecting the divided structures C while still connected together.

なお、ジヤツキ装置2は分割構造体ab、c・・・を把
持する二つの把持機構14,15を備え、一方の把持機
構14により分割構造体を把持してこれを上昇させた後
、他方の把持機構15により分割構造体を把持して把持
機構14による分割構造体の把持を解き、その把持機構
14を下降させて再び分割構造を把持しいわゆる尺取り
、虫式に分割構造体を上昇させることができるようにな
っている。
The jacking device 2 includes two gripping mechanisms 14 and 15 that grip the divided structures ab, c, etc., and after gripping the divided structure with one gripping mechanism 14 and raising it, the jacking device 2 The gripping mechanism 15 grips the divided structure, the gripping mechanism 14 releases the grip of the divided structure, the gripping mechanism 14 is lowered, the divided structure is gripped again, and the divided structure is raised in a so-called inch-taking or bug-like manner. It is now possible to do so.

第4の分割構造体dは1本の筒身8と架構ブロック16
、また第5の分割構造体eは2本の筒身Bと、ジヤツキ
装置2の把持機構14,15で把持できない大形の架構
ブロック17とからそれぞれ構成されている。
The fourth divided structure d includes one cylinder 8 and a frame block 16.
, the fifth divided structure e is each composed of two cylinder bodies B and a large frame block 17 that cannot be gripped by the gripping mechanisms 14 and 15 of the jacking device 2.

分割構造体dの場合は、既に説明した分割構造体bye
と同様にジヤツキ装置2により支持された上位の分割構
造体の下に結合してそれらを組み立てるが、ジヤツキ装
置2で把持できない大形の分割構造体eの場合は、第7
図のように、その一部分、つ捷り筒身8を上記同様の操
作で上位の分割構造体dに一体に連結するとともにジヤ
ツキ装置2で把持してそれまでに一体に連結されたもの
全体を上昇させ、その大形分割構造体eの残る部分、っ
まり架構ブロック17を組み立ててる。
In the case of the divided structure d, the already explained divided structure bye
Similarly, in the case of a large divided structure e that cannot be gripped by the jacking device 2, the seventh
As shown in the figure, a part of the splitting tube body 8 is integrally connected to the upper divided structure d by the same operation as described above, and grasped by the jacking device 2 to remove the entire part that has been integrally connected up to that point. The remaining portion of the large divided structure e is then assembled into a frame block 17.

そして、上記大形分割構造体eが架台1の直接上に位置
する場合には、第7図のように、ジヤツキ装置2で支持
されているもの全体を最終構築位置よりも少し高(上昇
させてその直上大形分割構造体eの架構ブロック17を
構築し、ジヤツキ装置2に支持されたものを最終構築位
置に下降させてその架構ブロック17を上の分割構造体
dと、下の架台1に連結する。
When the large divided structure e is located directly above the pedestal 1, as shown in FIG. Then construct the frame block 17 of the large divided structure e directly above it, lower it supported by the jacking device 2 to the final construction position, and move the frame block 17 to the upper divided structure d and the lower frame 1. Connect to.

なお、架台1は最終的に最下段の分割構造体fの架構ブ
ロックとして利用される。
Note that the frame 1 is ultimately used as a frame block for the lowermost divided structure f.

架構ブロック16と架構ブロック17とを及び架構ブロ
ック17と架台1とを結合し終ったら、筒身18と消音
器19を架台1に運んで第5の分割構造体eの筒身8に
順次結合し、消音器19をアンカボルトで基礎コンクリ
ート5に結合する。
After the frame block 16 and the frame block 17 have been connected, and the frame block 17 and the frame 1 have been connected, the cylinder body 18 and the muffler 19 are carried to the frame 1 and sequentially connected to the cylinder body 8 of the fifth divided structure e. Then, the silencer 19 is connected to the foundation concrete 5 using anchor bolts.

上記において筒身と架構ブロックの随所に固着された結
合金具20.2N第8図)を結合ボルト22により一体
に結合して筒身と架構ブロックを一体化し、筒身に対す
る架構ブロックの横方向の振れを防止する。
In the above, the coupling fittings 20.2N (Fig. 8) fixed to various parts of the barrel and the frame block are coupled together with the coupling bolts 22 to integrate the barrel and the frame block, and the horizontal direction of the frame block with respect to the barrel is Prevents runout.

なお、架構ブロックを取り付ける前の筒身の横振れはジ
ヤツキ装置2に設備された振止め(図示せず)によって
行う。
Note that the lateral vibration of the cylinder body before the frame block is attached is controlled by a steadying stop (not shown) installed in the jacking device 2.

架台1と筒身18及び消音器19は最下段の分割構造体
fを構成している。
The frame 1, the cylinder body 18, and the muffler 19 constitute a lowermost divided structure f.

以上の作業が終ったらラダー等の附属部品を通例のよう
に取り付け、前述の結合ボルト22とジヤツキ装置2を
外ずして構築作業を完了する。
After the above work is completed, attached parts such as a ladder are attached in the usual manner, and the aforementioned connecting bolts 22 and jacking device 2 are removed to complete the construction work.

しかして上記実施例においては、分割構造体bCyd、
eは架台1内で上位の分割構造体に連結して組み立てて
いるが、架台1外でそれらを組み立てて架台1に運び込
むこともできる。
However, in the above embodiment, the divided structure bCyd,
e is assembled inside the pedestal 1 by connecting it to the upper divided structure, but they can also be assembled outside the pedestal 1 and transported to the pedestal 1.

また、上記では各分割構造体は複数の部材、すなわち筒
身と架構ブロックから成るように説明したが、個々の筒
身や架構ブロックを分割構造体とすることができる。
Moreover, although each divided structure is described above as being composed of a plurality of members, that is, a cylinder body and a frame block, each cylinder body or frame block can be made into a divided structure.

以上説明したようにこの鉄塔の構築方法においては、構
築を予定された鉄筒を上下に複数に分割して成る分割構
造体を架台に順次運び、架台のジヤツキ装置により上昇
せしめられた上位の分割構造体の下に連結するようにし
て鉄塔を構築するものであるから、構成部材をクレーン
で吊り下げて下から積み上げてい〈従来の工法と違って
、鉄塔のすべての構築を地面若しくはこれに近い低所で
なすことかできる。
As explained above, in this method of constructing a steel tower, the divided structure consisting of a plurality of upper and lower parts of the steel tube to be constructed is sequentially transported to the pedestal, and the upper part is lifted up by the jacking device of the pedestal. Since the steel tower is constructed by connecting it to the bottom of the structure, the components are suspended by a crane and stacked from below. It can be done in low places.

したがって危険が少なく安全性が高いとともに、大型の
クレーンを用いることな(可及的に小型のクレーンで能
率的かつ経済的に鉄塔を構築することができる。
Therefore, there is less danger and higher safety, and the tower can be constructed efficiently and economically without using a large crane (as small as possible).

しかも構築作業は低所でなされ虱による悪影響が少ない
ので計画通りに正確に構築することができる。
Moreover, since the construction work is done in a low place and there is little negative impact from lice, construction can be carried out exactly as planned.

またクレーンは小型のもので間に合うので、従来工法で
は構築できなかった狭小な場所にも鉄塔をたてることが
できる。
Additionally, since a small crane can be used, the tower can be erected in narrow spaces that could not be built using conventional construction methods.

さらにまだ、上下装置を有しない普通の台車によって分
割構造体を架台に運ぶ方法であると、上位の分割構造体
と組立てを終った下位の分割構造体との一体的な連結に
当っては、ジヤツキ装置の操作によりジヤツキ装置に支
持されている分割構造体を少し下降する必要が生じるが
、本発明においては、各分割構造体a −eを、上下装
置11を備えた台車12により架台1に運んで、その分
割構造体を上下装置11で上昇させ、ジヤツキ装置2に
支持されている上位の分割構造体a〜eの下端に一体に
連結する構成であるので、一旦上昇させた分割構造体(
作業の終りには非常に重く、大きくなっている)を下降
させるようなことなせずに迅速かつ適確に、また危険な
く安全に鉄塔を構築することができる。
Furthermore, if the divided structure is transported to the pedestal using an ordinary cart without an up-and-down device, it is difficult to integrally connect the upper divided structure and the assembled lower divided structure. When the jacking device is operated, it is necessary to lower the divided structures supported by the jacking device a little, but in the present invention, each divided structure a to e is moved onto the frame 1 by a cart 12 equipped with a lifting device 11. The structure is such that the divided structure is transported, raised by the vertical device 11, and integrally connected to the lower ends of the upper divided structures a to e supported by the jacking device 2. (
The tower can be constructed quickly, accurately, and safely without any danger, without having to lower the tower (which is very heavy and large at the end of the work).

その−ト、架台1の直上の大形架構ブロック170組立
てに当っては、ジヤツキ装置2により全体を最終構築位
置よりもわずかに高(上昇させてその架構ブロック17
を組み立て、全体を最終構築位置に下降させて架構ブロ
ック17とよ及び下の架構ブロック16,1との結合を
なすものであるから、結合作業を無理な(円滑になすこ
とができる。
When assembling the large frame block 170 directly above the frame 1, the jacking device 2 is used to raise the entire frame to a slightly higher position than the final construction position.
The structure block 17 is assembled and the whole structure is lowered to the final construction position to connect the frame block 17 and the lower frame blocks 16 and 1, so that the connection work can be carried out smoothly.

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

図面は本発明に係る鉄塔構築方法の一実施例を示すもの
で、第1図は架台の正面図、第2図は最上段の第1分割
構造体の正面図、第3図は第2分割構造体を組み立てて
いる鉄塔の正面図、第4図は同組立て後の正面図、第5
図は第3分割構造体を組み立てている鉄塔の正面図、第
6図は第4分割構造体を組み立てている鉄塔の正面図、
第7図は完成間近の鉄塔の正面図、第8図は結合ボルト
による筒身と架構ブロックの結合状態を示す横断面図で
ある。 1・・・架台、2・・・ジヤツキ装置、a、b、c、d
et f・・・分割構造体。
The drawings show an embodiment of the method for constructing a steel tower according to the present invention, and FIG. 1 is a front view of the pedestal, FIG. 2 is a front view of the first divided structure at the top, and FIG. 3 is a front view of the second divided structure. The front view of the steel tower where the structure is being assembled, Figure 4 is the front view after the same assembly, Figure 5
The figure is a front view of the steel tower assembling the third divided structure, Figure 6 is the front view of the steel tower assembling the fourth divided structure,
FIG. 7 is a front view of the steel tower that is almost completed, and FIG. 8 is a cross-sectional view showing the state in which the cylinder body and the frame block are connected by connecting bolts. 1... Frame, 2... Jacking device, a, b, c, d
et f...divided structure.

Claims (1)

【特許請求の範囲】[Claims] 1 最下段の分割構造体fの架構ブロックを架台1とし
て鉄塔の構築を予定された場所にすえつけてその架台1
にジヤツキ装置2を設け、構築を予定された鉄塔を上下
に複数に分割してなる分割構造体a−dを、分割状態若
しくは組み立てた状態で上下装置11を備えた台車12
により上位のものから架台1に運び込んで上記ジヤツキ
装置2により支持された上昇せしめられた上位の分割構
造体a−cの下につけ、その分割構造体a ”−’ c
を上記上下装置11により上昇させてジヤツキ装置2に
より支持されている上位の分割構造体a −cの下端に
一体に連結し、それまでに一体に連結された分割構造体
a〜Cの全体をジヤツキ装置2によって上昇させる作業
工程を必要回数繰り返えして構築作業を進行し、構築が
進みジヤツキ装置2で把持できない大形の分割構造体e
になったら、その大形分割構造体eの一部分8を上記と
同一の操作で上位の分割構造体a〜dに一体に連結する
とともにジヤツキ装置2で把持してそれまでに一体に連
結されだもの全体をジヤツキ装置2で上昇させ、その大
形分割構造体eの残る部分を組み立てて構築を進行させ
、上記架台1の直上の大形分割構造体の構築に当っては
ジヤツキ装置2で支持されているもの全体を最終構築位
置よりも少し高く上昇させてその直上大形分割構造体の
架構ブロック17を構築し、ジヤツキ装置2に支持され
たものを最終構築位置に下降させて直上大形分割構造体
の架構ブロック17をよ及び下の分割構造体に連結して
鉄塔の構築を完成することを特徴とする鉄塔の構築方法
1 Set up the frame block of the lowermost divided structure f as mount 1 at the location where the steel tower is planned to be constructed, and then set up the mount 1.
A jacking device 2 is installed at the top of the tower, and a divided structure a-d, which is formed by dividing a steel tower into a plurality of upper and lower parts, is mounted on a cart 12 equipped with a vertical device 11 in a divided state or in an assembled state.
It is carried from the upper one to the frame 1 and placed under the raised upper divided structure a-c supported by the jacking device 2, and the divided structure a ''-' c
is raised by the vertical device 11 and integrally connected to the lower end of the upper divided structures a to c supported by the jacking device 2, and the entire divided structures a to C that have been connected together are The construction work progresses by repeating the work process of lifting by the jacking device 2 a necessary number of times, and as the construction progresses, a large divided structure e that cannot be gripped by the jacking device 2 is formed.
When this happens, the part 8 of the large divided structure e is integrally connected to the upper divided structures a to d by the same operation as above, and gripped by the jacking device 2, so that the part 8 of the large divided structure e is connected integrally with the upper divided structures a to d. The whole thing is lifted up by the jacking device 2, and the remaining parts of the large divided structure e are assembled to proceed with construction. When constructing the large divided structure directly above the pedestal 1, it is supported by the jacking device 2. The frame block 17 of the large divided structure is constructed directly above the final construction position by raising the entire structure slightly higher than the final construction position, and the structure supported by the jacking device 2 is lowered to the final construction position and the large structure immediately above it is lifted up slightly higher than the final construction position. A method for constructing a steel tower, characterized in that the construction of the steel tower is completed by connecting the frame blocks 17 of the divided structure to the upper and lower divided structures.
JP5292079A 1979-04-28 1979-04-28 How to build a steel tower Expired JPS5928713B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP5292079A JPS5928713B2 (en) 1979-04-28 1979-04-28 How to build a steel tower

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP5292079A JPS5928713B2 (en) 1979-04-28 1979-04-28 How to build a steel tower

Publications (2)

Publication Number Publication Date
JPS55145280A JPS55145280A (en) 1980-11-12
JPS5928713B2 true JPS5928713B2 (en) 1984-07-14

Family

ID=12928259

Family Applications (1)

Application Number Title Priority Date Filing Date
JP5292079A Expired JPS5928713B2 (en) 1979-04-28 1979-04-28 How to build a steel tower

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Country Link
JP (1) JPS5928713B2 (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5955963A (en) * 1982-09-25 1984-03-31 中部電力株式会社 Method and apparatus for raising power transmission tower
JPS6088768A (en) * 1983-10-21 1985-05-18 東京電力株式会社 Iron tower abutment constructing method and apparatus

Also Published As

Publication number Publication date
JPS55145280A (en) 1980-11-12

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