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JPH0253591B2 - - Google Patents
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JPH0253591B2 - - Google Patents

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Publication number
JPH0253591B2
JPH0253591B2 JP5265883A JP5265883A JPH0253591B2 JP H0253591 B2 JPH0253591 B2 JP H0253591B2 JP 5265883 A JP5265883 A JP 5265883A JP 5265883 A JP5265883 A JP 5265883A JP H0253591 B2 JPH0253591 B2 JP H0253591B2
Authority
JP
Japan
Prior art keywords
barrel
steel tower
jack
guide device
ring
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
JP5265883A
Other languages
Japanese (ja)
Other versions
JPS59179971A (en
Inventor
Taizo Imamura
Hiroshi Kondo
Masahiko Wada
Yoshihiko Myatani
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.)
Mitsubishi Heavy Industries Ltd
Original Assignee
Mitsubishi Heavy Industries 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 Mitsubishi Heavy Industries Ltd filed Critical Mitsubishi Heavy Industries Ltd
Priority to JP5265883A priority Critical patent/JPS59179971A/en
Publication of JPS59179971A publication Critical patent/JPS59179971A/en
Publication of JPH0253591B2 publication Critical patent/JPH0253591B2/ja
Granted legal-status Critical Current

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  • Forklifts And Lifting Vehicles (AREA)

Description

【発明の詳細な説明】 煙突架設の代表的架設工法としてジヤツキアツ
プ及びポストクレンによる併行架設法がある。
DETAILED DESCRIPTION OF THE INVENTION A typical method for constructing a chimney is a parallel construction method using a jack up and a post crane.

第1図は前記架設法における煙突下層部分まで
の架設要領を示し、大型トラツククレン1によつ
てジヤツキアツプ筒身2、その他の筒身3、鉄塔
4及び前記ジヤツキアツプ筒身2の頂部にポスト
クレン5をセツトする。
FIG. 1 shows the construction procedure up to the lower part of the chimney in the construction method, in which a large truck crane 1 is used to install a post crane 5 on the top of the jack up barrel 2, other barrels 3, steel tower 4, and the jack up barrel 2. Set.

次いで第3図に示すジヤツキ装置6によつてジ
ヤツキアツプ筒身2を所定高さまでジヤツキアツ
プし、その下に下位の筒身ブロツクを挿入接続
し、次いでジヤツキアツプ筒身2の頂部にセツト
されたポストクレン5により、その他の筒身3鉄
塔4を架設する。(第2図参照)このようなジヤ
ツキアツプとポストクレンによる架設の繰返しに
よつて煙突頂部までの架設を行なう。
Next, the jack up barrel 2 is jacked up to a predetermined height by the jacking device 6 shown in FIG. Accordingly, the other cylinders 3 and 3 steel towers 4 are erected. (Refer to Figure 2) Erection up to the top of the chimney is carried out by repeating the erection using the jack up and post crane.

第3図乃至第5図はジヤツキアツプ筒身2の詳
細、並にジヤツキアツプ架設要領を示し、2′は
ブロツク高さ5〜12m程度の煙突の分割筒身、7
は同分割筒身外周に取付けられたストツパ、8は
複数の円弧状片を組立てた押上げ用支持リング、
9は押上げリング、10は上下分割筒身の接合
部、11はガイド柱、12は筒身受台である。
Figures 3 to 5 show the details of the jack up cylinder 2, as well as the procedure for installing the jack.
8 is a stopper attached to the outer periphery of the divided cylinder; 8 is a push-up support ring made of multiple arc-shaped pieces;
9 is a push-up ring, 10 is a joint between the upper and lower divided barrels, 11 is a guide column, and 12 is a barrel holder.

而してストツパ7の下面に押上げ用支持リング
8を締結し、その下面に押上げリング9を押当て
て係合させ、ジヤツキアツプ装置6を作動してガ
イド柱11に沿つて上部分割筒身2′を所定高さ
まで押上げたのち、下部分割筒身2″を搬入して
上部分割筒身2′と溶接々合する。この接合部1
0の施工が完了すると、押上げ用支持リング8の
締結を弛めてストツパ7との係合を解除し、ジヤ
ツキ装置6を使用して押上げリング9を下降さ
せ、下部分割筒身2″のストツパ7′に押上げ用支
持リング8及び押上げリング9を係合させてジヤ
ツキアツプを行なう。以下前記の操作を反覆しな
がらジヤツキアツプ筒身2を順次架設していくも
のである。
Then, the push-up support ring 8 is fastened to the lower surface of the stopper 7, and the push-up ring 9 is pressed and engaged with the lower surface of the support ring 8, and the jack up device 6 is operated to move the upper divided barrel along the guide column 11. 2' to a predetermined height, the lower divided cylinder body 2'' is carried in and welded together with the upper divided cylinder body 2'.This joint part 1
0 is completed, the push-up support ring 8 is loosened to release the engagement with the stopper 7, the push-up ring 9 is lowered using the jacking device 6, and the lower divided barrel 2'' is lowered. The jack-up is carried out by engaging the push-up support ring 8 and the push-up ring 9 with the stopper 7'.The jack-up barrel 2 is successively erected by repeating the above-mentioned operations.

次にポストクレン5による架設を第2図につい
て説明する。
Next, construction using the post crane 5 will be explained with reference to FIG.

ジヤツキアツプ筒身2は筒身受台12上に全自
重を支持させ、ポストクレン5により分割筒身
3′を吊上げて、既に架設されたその他の筒身3
上に積重ねて溶接するものである。鉄塔4もまた
ポストクレン5によつて同様に下部鉄塔上に積重
ね、溶接またはボルトで接合される。
The jack-up cylinder 2 supports its entire weight on the cylinder holder 12, lifts the divided cylinder 3' with the post crane 5, and then lifts up the divided cylinder 3' and attaches it to the other cylinders 3 that have already been erected.
It is stacked on top and welded. The steel tower 4 is also similarly stacked on the lower steel tower by the post crane 5 and joined by welding or bolts.

而してポストクレン5載荷時には大きな曲げモ
ーメントが作用するので、筒身受台12と第6図
及び第7図に示す鉄塔支持構面14とに固定され
た筒身補強リング13の内周面と、筒身2の外周
面との間に木矢15を楔入してジヤツキアツプ筒
身2を固定することによつて、水平力に変えて抵
抗させる。
Since a large bending moment acts when the post crane 5 is loaded, the inner peripheral surface of the cylinder reinforcing ring 13 fixed to the cylinder cradle 12 and the tower support structure 14 shown in FIGS. By wedged a wooden arrow 15 between the outer peripheral surface of the cylinder body 2 and fixing the jack up cylinder body 2, resistance is converted into horizontal force.

而してジヤツキアツプ時の筒身上部の到伏防止
は、第6図に示す鉄塔支持構面14に固定された
筒身補強リング13上に、筒身外面よりある間隔
を保持してセツトされたガイドローラ16−1に
よつて行なわれる。
Therefore, in order to prevent the upper part of the cylinder from collapsing when jacked up, a cylinder reinforcing ring 13 fixed to the tower support structure 14 shown in Fig. 6 is set at a certain distance from the outer surface of the cylinder. This is done by the guide roller 16-1.

而して前記ガイドローラ16−1は第9図に示
すように鉄塔4の各支持構面A1,A2……A6に設
置されている。また前記ガイドローラ16−1は
筒身補強リング13上に円周方向に亘つて8〜16
個程度固定されている。
The guide rollers 16-1 are installed on each support surface A 1 , A 2 . . . A 6 of the steel tower 4, as shown in FIG. Further, the guide roller 16-1 extends from 8 to 16 in the circumferential direction on the cylinder reinforcing ring 13.
It is fixed to a certain extent.

従つて大量のガイドローラ16−1の配置が必
要となり、その製作と前記筒身補強リング13上
へのセツト、及び架設完了後における架設治具で
ある前記ガイドローラの撤去と大きな工数を必要
とし、高所撤去作業の危険性を伴なう。
Therefore, it is necessary to arrange a large number of guide rollers 16-1, which requires a large number of man-hours to manufacture, set on the cylindrical reinforcing ring 13, and remove the guide rollers that are the erection jig after the erection is completed. , accompanied by the dangers of high-place removal work.

本発明はこのような欠点を除去するために提案
されたもので、ジヤツキアツプされる筒身頂部に
配設された巻上機によつて索を介して昇降可能に
筒身ガイド装置を吊支え、同筒身ガイド装置を架
設中の鉄塔の最上位構面に固定して筒身のジヤツ
キアツプを行ない、次いで前記筒身ガイド装置を
鉄塔構面から外して筒身の頂部近傍に吊上げ保持
して鉄塔の架設を行ない、以下前記工程を繰返し
ていくことを特徴とする鉄塔型煙突のジヤツキア
ツプ工法に係るものである。
The present invention has been proposed in order to eliminate such drawbacks, and includes suspending and supporting a barrel guide device so that it can be raised and lowered via a cable by a hoist installed at the top of the barrel to be jacked up. The barrel guide device is fixed to the uppermost structure of the steel tower under construction and the barrel is jacked up.Then, the barrel guide device is removed from the tower structure and lifted and held near the top of the steel tower. This relates to a jack-up construction method for a steel tower type chimney, which is characterized in that the above steps are repeated.

本発明は前記したように構成されているので、
頂部筒身ジヤツキアツプ前の状態において、同筒
身頂部に配設された巻上機により索を介して昇降
可能に吊支えられた筒身ガイド装置を架設中の鉄
塔の最上位支持構面にセツトし、前記索を繰出し
ながら前記筒身ガイド装置を案内として筒身のジ
ヤツキアツプを行ない、同筒身の倒状を防止する
とともに円滑に上昇せしめ、次いで前記筒身ガイ
ド装置を前記支持構面より取外して前記巻上機に
よつて筒身の頂部近傍に吊上げ保持して鉄塔の架
設を行ない、以下前記工程を反覆して鉄塔型煙突
をジヤツキアツプ工法によつて構築するものであ
る。
Since the present invention is configured as described above,
Before the top cylinder is jacked up, the cylinder guide device, which is suspended and supported so that it can be raised and lowered via a cable, is set on the top support structure of the steel tower being erected by a hoist installed at the top of the cylinder. Then, while letting out the cable, the barrel is jacked up using the barrel guide device as a guide to prevent the barrel from being inverted and to raise it smoothly, and then the barrel guide device is removed from the support structure. Then, the steel tower is hoisted and held near the top of the cylinder by the hoisting machine, and then the above steps are repeated to construct a steel tower type chimney by the jack-up method.

このように本発明の方法によれば筒身ガイド装
置は架設中の鉄塔の最上位構面の1段のみに配置
されるものであり、筒身ガイド装置の製作数が減
少し、取付、撤去工数が減少し、また高所におけ
る撤去作業の危険性が少なくなる。
As described above, according to the method of the present invention, the barrel guide device is placed only in one stage of the uppermost structure of the steel tower under construction, which reduces the number of barrel guide devices manufactured and reduces the installation and removal time. This reduces man-hours and reduces the risk of removal work at high places.

本発明はまたジヤツキアツプ筒身周囲に嵌合し
うる筒身ガイド用リングと、同筒身ガイド用リン
グ上に周方向に間隔をおいて筒身外面に僅かな間
隙を保持して取付けた複数のガイドローラと、前
記筒身ガイド用リング上の複数個の吊索連結具と
を備え、鉄塔の筒身支持点において鉄塔構面に着
脱自在に取付けられる筒身ガイド装置と、ジヤツ
キアツプ筒身に配設され、前記筒身ガイド用リン
グ上の前記吊索連結具に一端を連結された索を巻
取る巻上機とを備えてなることを特徴とする鉄塔
型煙突のジヤツキアツプ工法における筒身ガイド
装置に係り、同装置によつて前記した鉄塔型煙突
のジヤツキアツプ工法を効果的に遂行しうるもの
である。
The present invention also provides a barrel guide ring that can be fitted around the jack-up barrel, and a plurality of barrel guide rings that are mounted on the barrel guide ring at intervals in the circumferential direction while maintaining a slight gap on the outer surface of the barrel. A cylindrical body guide device comprising a guide roller and a plurality of hanging cable connectors on the cylindrical body guide ring and is removably attached to the steel tower structure at a cylindrical body support point of the steel tower; A cylindrical guide device for a jack up construction method for a steel tower type chimney, characterized in that the cylindrical body guide device is equipped with a hoisting machine for winding up a rope having one end connected to the hanging rope connector on the cylindrical body guide ring. Accordingly, the above-mentioned jack-up construction method for steel tower type chimneys can be effectively carried out by this device.

以下本発明を図示の実施例について説明する。 The present invention will be described below with reference to the illustrated embodiments.

第10A図は筒身2のジヤツキアツプ前の状態
を示し、筒身2の頂部に搭載された巻上機(図示
せず)により索17を介して昇降可能に吊支えら
れた前記筒身ガイド装置16が鉄塔4の第1支持
構面14−1にセツトされている。
FIG. 10A shows the state before the cylinder body 2 is jacked up, and the cylinder guide device is suspended and supported via a cable 17 so as to be able to rise and fall by a hoist (not shown) mounted on the top of the cylinder body 2. 16 is set on the first support surface 14-1 of the steel tower 4.

次いで第10B図に示すように、索17を繰出
しながら筒身2をジヤツキアツプし、下位の筒身
2−1を挿入して筒身2に接続したのち、第1支
持構面14−1を固定した状態とする。
Next, as shown in FIG. 10B, the tube body 2 is jacked up while letting out the cable 17, the lower tube body 2-1 is inserted and connected to the tube body 2, and the first support structure 14-1 is fixed. state.

次いで第10C図に示す如く、筒身ガイド装置
16をこれから架設する鉄塔4−1より上方に吊
上げたのち、同鉄塔4−1及び第2支持構面14
−2を架設する。
Next, as shown in FIG. 10C, after lifting the barrel guide device 16 above the steel tower 4-1 to be constructed, the steel tower 4-1 and the second support structure 14 are lifted.
-2 will be erected.

次いで第10D図に示す如く筒身ガイド装置1
6を第2支持構面14−2に吊下ろしてセツトす
る。
Next, as shown in FIG. 10D, the barrel guide device 1 is installed.
6 is suspended and set on the second support structure 14-2.

以下前記工程を煙突頂部まで反覆して第10E
図に示す如く鉄塔型煙突を架設する。
Repeat the above steps up to the top of the chimney to obtain the 10th E.
A steel tower type chimney will be constructed as shown in the figure.

第11図は盛替え可能な筒身ガイド装置16を
示し、周方向に亘つて所定間隔毎にガイドローラ
16−1の装架された筒身ガイド用リング16−
2がブラケツト16−3を介して鉄塔の支持構面
14−1の雄形支持金物29上の取付座31に着
脱自在に取付けられ、前記筒身ガイド用リング1
6−2上の吊索連結具16−4に下端を繋着され
た索17が筒身2の頂部に設置された滑車18を
経て巻上機19に連結され、同巻上機19によつ
て筒身ガイド装置16が昇降されるようになつて
いる。
FIG. 11 shows a replaceable cylinder guide device 16, in which cylinder guide rings 16-1 are mounted with guide rollers 16-1 at predetermined intervals in the circumferential direction.
2 is removably attached to the mounting seat 31 on the male support metal fitting 29 of the support structure 14-1 of the steel tower via the bracket 16-3, and the cylinder guide ring 1
The rope 17, whose lower end is connected to the suspension rope connector 16-4 on 6-2, is connected to the hoisting machine 19 via a pulley 18 installed at the top of the barrel 2, and is connected to the hoisting machine 19 by the hoisting machine 19. As a result, the barrel guide device 16 is raised and lowered.

第12図乃至第17図は盛替え式筒身ガイド装
置16を使用した筒身ジヤツキアツプ装置を示す
ものである。
12 to 17 show a barrel jack up device using a replaceable barrel guide device 16.

第12図は第10D図の工程から、筒身をジヤ
ツキアツプ建造する場合を示し、図において20
は基礎21上に設けたジヤツキアツプ装置で、鉄
塔4の第1支持構面14−1及び基礎21間に植
立された複数のガイド柱22と、各ガイド柱22
内を昇降するように設けたジヤツキ23と、筒身
のまわりにゆるく嵌合してジヤツキ23,23上
に支持された押上げリング24と、押上げリング
24を筒身外面に固着したストツパ25または筒
身支持リング26に下から結合させるように押上
リング24上に設けた押上げ用支持リング27か
ら構成されている。28は基礎21上の筒身受
台、29は鉄塔の各支持構面14−1,14−2
に筒身に対向させて配設された雄形支持金物、3
0は同雄形支持金物29と上下方向にスライド可
能に係合するように筒身支持リング26外面に取
付けた雌形支持金物、10は筒身2と下部筒身ブ
ロツク2−2との溶接接合線である。
Figure 12 shows the case where the barrel is jacked up from the process of Figure 10D, and in the figure 20
is a jack up device installed on the foundation 21, which supports a plurality of guide columns 22 planted between the first support structure 14-1 of the steel tower 4 and the foundation 21, and each guide column 22.
A jack 23 provided to move up and down inside, a push-up ring 24 loosely fitted around the barrel and supported on the jacks 23, 23, and a stopper 25 with the push-up ring 24 fixed to the outer surface of the barrel. Alternatively, it is constituted by a push-up support ring 27 provided on the push-up ring 24 so as to be coupled to the barrel support ring 26 from below. 28 is a cylinder pedestal on the foundation 21, 29 is each support structure 14-1, 14-2 of the steel tower
a male support metal fitting disposed opposite to the barrel; 3
0 is a female support metal fitting attached to the outer surface of the cylinder support ring 26 so as to be slidably engaged with the same male support metal fitting 29 in the vertical direction; 10 is a weld between the cylinder body 2 and the lower cylinder block 2-2. It is a joining line.

第13図乃至第16図において雄形支持金物2
9は後方に突出する2枚のリング状の基部29a
を支持構面14に溶接固定した方形ブロツク状を
なし、そのブロツク部上面に脚32部で溶接固着
された前記筒身ガイド装置16取付用の取付座3
1を備えている。雌形支持金物30は筒身支持リ
ング26の外周に一致する曲面の取付部30aと
雄形支持金物29のブロツク部側面に対向する係
合面30bとを有する一対の沓状片からなり筒身
支持リング26外面にボルト33を植設し、取付
部30a面に穿設された図示されない周方向長孔
を上記ボルト33に嵌合し、ナツト34を緊締し
て取付ける。
In FIGS. 13 to 16, the male support hardware 2
Reference numeral 9 indicates two ring-shaped bases 29a that protrude rearward.
A mounting seat 3 for mounting the cylinder guide device 16 is formed into a rectangular block shape by welding and fixed to the support structure 14, and is fixed by welding to the upper surface of the block with legs 32.
1. The female support hardware 30 is made up of a pair of shoe-shaped pieces having a curved mounting portion 30a that matches the outer circumference of the barrel support ring 26 and an engagement surface 30b that faces the side surface of the block portion of the male support hardware 29. A bolt 33 is installed on the outer surface of the support ring 26, and a circumferential elongated hole (not shown) drilled in the surface of the mounting portion 30a is fitted into the bolt 33, and the nut 34 is tightened to attach it.

第16図において実線で示す雌形支持金物30
は筒身2頂部のポストクレン5を用いて鉄塔4そ
の他の架設を行なうとき、及び筒身2のジヤツキ
アツプ架設が終了して筒身2を鉄塔に上下方向へ
可動に支持せしめるときの状態を示し、また破線
は筒身2の押し上げ架設に際して一対の雌形支持
金物30,30の間隙を拡げた状態を示す。
Female support hardware 30 shown in solid line in FIG.
1 shows the state when the steel tower 4 and other parts are erected using the post crane 5 at the top of the barrel 2, and when the jack-up construction of the barrel 2 is completed and the barrel 2 is movably supported by the steel tower in the vertical direction. , and the broken line shows the state in which the gap between the pair of female support metal fittings 30, 30 is widened when the cylinder body 2 is pushed up and erected.

第13図及び第14図は雄形支持金物29上の
取付座31に筒身ガイド装置16を取付けた状態
を示し、16−3は筒身ガイド装置16の筒身ガ
イド用リング16−2外面に設けたブラケツト、
16−1はガイドローラ、16−4は吊索連結具
である。前掲第10D図は第12図中における筒
身接合線10が受台28上に乗つていたときの状
態を示し、このとき第1支持構面14−1の雄形
支持金物29は筒身支持リング26と同レベルに
あつて筒身支持リング26に取付けた雌形支持金
物30と嵌合して筒身2が支持されている。また
このとき第2の支持構面14−2高さまでの鉄塔
4の架設が済んで第2の支持構面14−2の雄形
支持金物29上に第13図に示す如く筒身ガイド
装置16が取付けられる。
13 and 14 show the barrel guide device 16 attached to the mounting seat 31 on the male support metal fitting 29, and 16-3 is the outer surface of the barrel guide ring 16-2 of the barrel guide device 16. The bracket provided in
16-1 is a guide roller, and 16-4 is a hanging rope connector. FIG. 10D shown above shows the state when the cylinder joining line 10 in FIG. The cylinder body 2 is supported by fitting into a female support metal fitting 30 which is attached to the cylinder body support ring 26 at the same level as the support ring 26. At this time, the steel tower 4 has been erected up to the height of the second support structure 14-2, and the cylinder guide device 16 is placed on the male support metal fitting 29 of the second support structure 14-2 as shown in FIG. is installed.

第12図はこの状態から支持構面14−1レベ
ルの雌形支持金物30の間隙を開き、押上げリン
グ24を最下段ストツパ25に係合させて押上
げ、その下に筒身支持リング26の付いた下部筒
身ブロツク2−2を挿入接合して受台28上に乗
せ、押上げ用支持リング27を緩めて押上げリン
グ24を筒身支持リング26より下位まで下降さ
せた状態を示している。押上げリング24の内径
は破断部で図示されるように筒身支持リング26
外径より大きくされている。
FIG. 12 shows that from this state, the gap between the female support hardware 30 at the support structure 14-1 level is opened, the push-up ring 24 is engaged with the lowest stopper 25 and pushed up, and the cylinder support ring 26 is placed below it. The lower barrel block 2-2 marked with is inserted and joined and placed on the pedestal 28, the push-up support ring 27 is loosened, and the push-up ring 24 is lowered to a position below the barrel support ring 26. ing. The inner diameter of the push-up ring 24 is similar to that of the barrel support ring 26 as shown at the broken part.
It is larger than the outer diameter.

図の状態で押上げリング24直上の筒身支持リ
ング26外面に第16図の破線で示す如く雌形支
持金物30,30を取付け、しかるのち押上げ用
支持リング27を締め押上げリング24を上昇さ
せ筒身支持リング26下面を押して筒身のジヤツ
キアツプ、架設を上部の支持リング26が第2支
持構面14−2レベルに達するまで繰返す。筒身
の下側に継接していく筒身ブロツクの高さは上部
の筒身支持リング26が第2支持構面14−2と
一致した高さで下端を受台28上に乗せられるよ
うに調節されたブロツク高さで地上製作されてい
る。
In the state shown in the figure, the female support hardware 30, 30 is attached to the outer surface of the barrel support ring 26 directly above the push-up ring 24 as shown by the broken line in FIG. The lower surface of the barrel support ring 26 is raised and the lower surface of the barrel support ring 26 is pushed, and the jacking up and erection of the barrel are repeated until the upper support ring 26 reaches the level of the second support structure 14-2. The height of the barrel block that is connected to the lower side of the barrel is such that the upper barrel support ring 26 is at the same height as the second support structure 14-2, and its lower end can be placed on the pedestal 28. Manufactured above ground with adjusted block height.

上部の筒身支持リング26が第2支持構面14
−2の高さに達したとき、その筒身支持リング2
6外面の雌形支持金物30は第13図で示す筒身
ガイド装置16の下で雄形支持金物29と嵌合す
ることができる。(第15図参照)雌形支持金物
30を第16図の実線状態に移動固定させること
により筒身は下端及び第2支持構面14−2の上
下の位置で水平方向に確固と支持される。
The upper barrel support ring 26 is connected to the second support structure 14
When the height of −2 is reached, the barrel support ring 2
6. The female support hardware 30 on the outer surface can be fitted with the male support hardware 29 under the barrel guide device 16 shown in FIG. (See Fig. 15) By moving and fixing the female support hardware 30 to the solid line state shown in Fig. 16, the barrel is firmly supported in the horizontal direction at the lower end and at the upper and lower positions of the second support structure 14-2. .

次いで筒身ガイド装置16を第2支持構面14
−2上から外して筒身頂部近くに引上げポストク
レン5を用いて第3支持構面14−3の高さまで
の鉄塔架設を行う。
Next, the barrel guide device 16 is attached to the second support structure 14.
Remove from above -2 and use the lifting post crane 5 near the top of the cylinder to construct the steel tower up to the height of the third support structure 14-3.

第12図中の上下の筒身支持リング26,26
間隔は、第10E図における第5〜第4支持点
A5,A4間隔に一致させてあり、以下の下部に設
ける筒身支持リングも同様に順次下方の支持点ま
での間隔に一致させて地上で取付けて行く。
Upper and lower barrel support rings 26, 26 in Fig. 12
The spacing is between the 5th and 4th support points in Figure 10E.
The spacing is made to match the spacing between A 5 and A 4 , and the barrel support rings provided at the bottom below are similarly installed on the ground in order to match the spacing to the lower support points.

なお第17図は第6図で示した筒身補強リング
13を鉄塔支持構面14から筒身2へ付け替える
要領を示し、支持構面14に水平ボルト43で取
付けられている筒身補強リング13と筒身2外面
との間隙に、円周方向に間隔をおいて楔形のリブ
材40を挿入し、同リブ材40を筒身補強リング
13内周面及び筒身2外周面に溶接接合する。次
いで円周方向に分割されたリングプレート片4
1,42を筒身補強リング13の上面及び下面に
ラツプさせてリングプレート片41,42の外周
縁及び内周縁を筒身補強リング13及び筒身2に
溶接接合し、この後ボルト43を外して筒身補強
リング13の付け替えを完了するものであつて、
従来技術と同一である。
Note that FIG. 17 shows how to replace the cylinder reinforcement ring 13 shown in FIG. 6 from the tower support structure 14 to the cylinder body 2. Wedge-shaped rib members 40 are inserted into the gap between the cylinder body 2 and the outer surface of the cylinder body 2 at intervals in the circumferential direction, and the rib members 40 are welded to the inner circumferential surface of the cylinder body reinforcing ring 13 and the outer circumferential surface of the cylinder body 2. . Next, the ring plate pieces 4 are divided in the circumferential direction.
1 and 42 are wrapped around the upper and lower surfaces of the barrel reinforcing ring 13, the outer and inner edges of the ring plate pieces 41 and 42 are welded to the barrel reinforcing ring 13 and the barrel 2, and then the bolts 43 are removed. This completes the replacement of the barrel reinforcing ring 13,
This is the same as the conventional technology.

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

第1図及び第2図は夫々鉄塔型煙突のジヤツキ
アツプ工法の実施概況を示す斜面図、第3図はジ
ヤツキアツプによる筒身架設要領を示す正面図、
第4図及び第5図は夫々その要部拡大正面図並に
縦断面図、第6図及び第7図は夫々ジヤツキアツ
プ時の筒身案内並に倒伏防止装置の縦断面図並に
横断平面図、第8図は筒身補強リングと筒身外面
との固定部を示す縦断面図、第9図は前記ジヤツ
キアツプ工法によつて架設された鉄塔型煙突の正
面図、第10A図乃至第10E図は本発明に係る
鉄塔型煙突のジヤツキアツプ工法の一実施例の工
程を示す正面図、第11図は盛替え式筒身ガイド
装置の斜面図、第12図は本発明の方法の実施状
況を示す正面図、第13図は第12図の部分
の拡大図、第14図は第13図の矢視−
図、第15図は筒身支持リングと鉄塔支持構面の
取合部を示す正面図、第16図は第15図の矢視
−図、第17図は筒身補強リングの筒身
取付部を示す一部縦断正面図である。 2……筒身、16……筒身ガイド装置、17…
…索、19……巻上機。
Figures 1 and 2 are slope views showing an overview of the implementation of the jack-up construction method for steel tower-type chimneys, and Figure 3 is a front view showing the procedure for constructing the cylindrical body using the jack-up method.
Figures 4 and 5 are an enlarged front view and a vertical cross-sectional view of the main parts, respectively, and Figures 6 and 7 are a vertical cross-sectional view and a cross-sectional plan view of the barrel guide and collapse prevention device during jack-up, respectively. , FIG. 8 is a longitudinal cross-sectional view showing the fixing portion between the cylinder reinforcing ring and the outside surface of the cylinder, FIG. 9 is a front view of the tower-type chimney constructed by the jack up method, and FIGS. 10A to 10E. 11 is a front view showing the steps of an embodiment of the jack-up construction method for a steel tower type chimney according to the present invention, FIG. 11 is a slope view of a replaceable barrel guide device, and FIG. 12 is a diagram showing the implementation status of the method of the present invention. A front view, FIG. 13 is an enlarged view of the part in FIG. 12, and FIG. 14 is a view from the arrow in FIG. 13.
Figure 15 is a front view showing the joint between the barrel support ring and tower support structure, Figure 16 is a view taken from the arrow in Figure 15, and Figure 17 is the barrel attachment part of the barrel reinforcement ring. FIG. 2...Cylinder body, 16...Cylinder guide device, 17...
...Cable, 19...Hoisting machine.

Claims (1)

【特許請求の範囲】 1 ジヤツキアツプされる筒身頂部に配設された
巻上機によつて索を介して昇降可能に筒身ガイド
装置を吊支え、同筒身ガイド装置を架設中の鉄塔
の最上位構面に固定して筒身のジヤツキアツプを
行ない、次いで前記筒身ガイド装置を鉄塔構面か
ら外して筒身の頂部近傍に吊上げ保持して鉄塔の
架設を行ない、以下前記工程を繰返していくこと
を特徴とする鉄塔型煙突のジヤツキアツプ工法。 2 ジヤツキアツプ筒身周囲に嵌合しうる筒身ガ
イド用リングと、同筒身ガイド用リング上に周方
向に間隔をおいて筒身外面に僅かな間隔を保持し
て取付けた複数のガイドローラと、前記筒身ガイ
ド用リング上の複数個の吊索連結具とを備え、鉄
塔の筒身支持点において鉄塔構面に着脱自在に取
付けられる筒身ガイド装置と、ジヤツキアツプ筒
身に配設され、前記筒身ガイド用リング上の前記
吊索連結具に一端を連結された索を巻取る巻上機
とを備えてなることを特徴とする鉄塔型煙突のジ
ヤツキアツプ工法における筒身ガイド装置。
[Scope of Claims] 1. A cylinder body guide device is suspended and supported via a cable so that it can be raised and lowered by a hoisting machine disposed at the top of the cylinder body to be jacked up, and the cylinder body guide device is attached to a steel tower under construction. The tube body is fixed to the uppermost structural surface and jacked up, and then the tube guide device is removed from the tower structure and hoisted and held near the top of the tube body to construct the steel tower, and the above steps are repeated. The jack-up construction method for steel tower-type chimneys is characterized by 2. A barrel guide ring that can be fitted around the jack-up barrel, and a plurality of guide rollers that are mounted on the barrel guide ring at slight intervals on the outer surface of the barrel at intervals in the circumferential direction. , a tube guide device comprising a plurality of suspension rope connectors on the tube guide ring and detachably attached to the steel tower structure at a tube support point of the steel tower; and a tube guide device disposed on the jack up tube body; A tube guide device for use in a jack up construction method for a steel tower type chimney, comprising a winding machine for winding up a rope whose one end is connected to the hanging rope connector on the tube guide ring.
JP5265883A 1983-03-30 1983-03-30 Jack-up construction method and apparatus of iron tower shaped chimney Granted JPS59179971A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP5265883A JPS59179971A (en) 1983-03-30 1983-03-30 Jack-up construction method and apparatus of iron tower shaped chimney

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP5265883A JPS59179971A (en) 1983-03-30 1983-03-30 Jack-up construction method and apparatus of iron tower shaped chimney

Publications (2)

Publication Number Publication Date
JPS59179971A JPS59179971A (en) 1984-10-12
JPH0253591B2 true JPH0253591B2 (en) 1990-11-19

Family

ID=12920957

Family Applications (1)

Application Number Title Priority Date Filing Date
JP5265883A Granted JPS59179971A (en) 1983-03-30 1983-03-30 Jack-up construction method and apparatus of iron tower shaped chimney

Country Status (1)

Country Link
JP (1) JPS59179971A (en)

Also Published As

Publication number Publication date
JPS59179971A (en) 1984-10-12

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