JPS586304A - Method of constructing waste gas boiler and exhaust cylinder framework - Google Patents
Method of constructing waste gas boiler and exhaust cylinder frameworkInfo
- Publication number
- JPS586304A JPS586304A JP10520081A JP10520081A JPS586304A JP S586304 A JPS586304 A JP S586304A JP 10520081 A JP10520081 A JP 10520081A JP 10520081 A JP10520081 A JP 10520081A JP S586304 A JPS586304 A JP S586304A
- Authority
- JP
- Japan
- Prior art keywords
- boiler
- frame
- waste gas
- gas boiler
- exhaust
- 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.)
- Granted
Links
- 239000002912 waste gas Substances 0.000 title claims description 8
- 238000000034 method Methods 0.000 title claims description 6
- 229910000831 Steel Inorganic materials 0.000 description 18
- 239000010959 steel Substances 0.000 description 18
- 238000010276 construction Methods 0.000 description 3
- 238000010586 diagram Methods 0.000 description 3
- 238000009434 installation Methods 0.000 description 3
- 238000007796 conventional method Methods 0.000 description 2
- 239000007789 gas Substances 0.000 description 2
- 238000012423 maintenance Methods 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 241000218691 Cupressaceae Species 0.000 description 1
- 241000277331 Salmonidae Species 0.000 description 1
- 239000004927 clay Substances 0.000 description 1
- 235000013399 edible fruits Nutrition 0.000 description 1
- 230000012447 hatching Effects 0.000 description 1
- 238000003780 insertion Methods 0.000 description 1
- 230000037431 insertion Effects 0.000 description 1
- 230000002265 prevention Effects 0.000 description 1
- 238000012546 transfer Methods 0.000 description 1
Landscapes
- Chimneys And Flues (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
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】
この発明は、廃ガスボイラおよび9P気而架構2構築す
る方法に関するものである。DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a waste gas boiler and a method for constructing a 9P gas frame 2.
複数の発#IL設備用の果合煙突および独立廃ガスボイ
2を設置する場合、@1図に示すように排気rめ1とこ
の耕′A商の転−12防止する鉄塔2を構築するととも
に、鉄塔2に14接してボイラ3を設置していたが、敷
地が狭くてそのスペース?確保することがきわめて困雌
である場合も多い。ソたボイラの下部ホッパまわりにボ
イラの支柱3aがあるので、ボイラのメンテナンス′袴
の上で作業性が悪い。When installing multiple chimneys and independent waste gas boilers 2 for multiple generation #IL equipment, as shown in Figure @1, construct a steel tower 2 to prevent the transfer of the exhaust gas 1 and this quotient. Boiler 3 was installed adjacent to steel tower 2, but the site was narrow and the space was limited. In many cases, it is extremely difficult to secure them. Since there is a support post 3a of the boiler around the lower hopper of the boiler, it is difficult to maintain the boiler while wearing a hakama.
この発明は上記事1#に鑑みて提案されたもので、麩い
スペースに廃ガスボイラおよび排気筒架構(排気筒およ
び轄壜2指す)を横系することができ、かつ、ボイラの
メンテナンス寺の上で作業性が良い構築方法?提供゛す
ることを目的とするものである。This invention was proposed in view of #1 above, and allows the waste gas boiler and the exhaust stack frame (exhaust stack and cylinder 2) to be installed horizontally in a small space, and also allows for easy maintenance of the boiler. Is there a construction method that is easy to work with? The purpose is to provide.
以Fこの発明の一実biM fzll 2図面にυeっ
で説明する。Hereinafter, the fruits of this invention will be explained with reference to two drawings.
第2図〜第71凶(i本発明の方法?μ階的に示すもの
である。Figures 2 to 71 (i) The method of the present invention is shown in μ-order.
(1)まず、第2図の9口<、共通架構42排気筒の構
築が予定される敷地に構築する。この構築は、共J1!
1架構部材εクレーンで所定の泣1Kに吊り上げ、誦張
カボルト接合にてI誤次組み立てて行う。(1) First, the common frame 42 is constructed on the site where the exhaust stack 9 in FIG. 2 is planned to be constructed. This construction is joint J1!
1. The structural members are hoisted to a predetermined height of 1K using a crane, and assembled using reshaping bolts.
(2)共A架構4の上部にリフト用横架@16(第9図
参照)2取fツけ、このリフト用横架材16にジヤツキ
装置53固定する。このシャツl?装置d5は、第13
図に示すように、油圧シリンタ゛6.油圧ピストン10
1丁都ラチェット11.上部ラチェット12及びロッド
7から成りて、おり、第13図の状態から油圧シリンダ
6及び油圧ピストン10により構成された油圧室6aに
油圧ボンダ(図示せず)より圧油を供給することVCよ
り、油圧ピストン10ε押上げ、油)上ピストン10の
−E部の凸起に回ItJJ自由に取つけられた上部ラチ
ェット122介して、ロッド7を押上げる0そのl!’
+”c ?tll圧シリ/ダ6の下部の凸起に回動自由
に取つけらJまたF部ラチェット11110ツド7にき
ざまねた切込みから、自然にはずれるが、切込み1ピッ
チ分だけ油圧ピストン10がリフトすると下部ラチェッ
ト11はロッド7の次の一ノ込みに噛合うことにt゛る
。(2) Two horizontal lift frames 16 (see FIG. 9) are mounted on the upper part of the common A frame 4, and a jacking device 53 is fixed to the horizontal lift members 16. This shirt? The device d5 is the thirteenth
As shown in the figure, the hydraulic cylinder 6. hydraulic piston 10
1 Chou Miyako Ratchet 11. The VC consists of an upper ratchet 12 and a rod 7, and supplies pressure oil from a hydraulic bonder (not shown) to a hydraulic chamber 6a constituted by a hydraulic cylinder 6 and a hydraulic piston 10 from the state shown in FIG. Hydraulic piston 10ε is pushed up, oil) The rod 7 is pushed up via the upper ratchet 122 which is freely attached to the convex part of -E of the upper piston 10. '
+”c ?tll It is attached freely to the protrusion at the bottom of the pressure cylinder/cylinder 6, and it will naturally come off from the notch made in the ratchet 11110 of the F part 7, but the hydraulic piston will be removed by one pitch of the notch. 10 lifts, the lower ratchet 11 engages the next stroke of the rod 7.
この状態で前記油圧室6aの油をぬくと、ロッド7はF
′部ラうェットIIKより固定されたままで、油圧ピス
ト/10は降Fするので、上部ラチェット12は、ロッ
ド7にきざまれた切込みから自然にはずれ、油圧ピスト
ン10が最下部付近まで降ドした時Yこ、次のすj込み
に噛合うことになる0この操作のN4返しく′こより、
ロッド72必’I rt:分だけJ、¥トげることがで
きる。In this state, when the oil in the hydraulic chamber 6a is drained, the rod 7 becomes F
As the hydraulic piston 10 descends F while remaining fixed from the ratchet IIK, the upper ratchet 12 naturally comes off from the notch cut into the rod 7, and the hydraulic piston 10 descends to near the bottom. At this time, from the N4 return of this operation, which will be engaged in the next insertion,
Rod 72 must be lifted by J, ¥.
(3)次に、頂上部Vこついての排気向】3、鉄塔ブロ
ックa、人動・1ぼ出防止賭142共通架lI44内に
クレー74で持ち込み組みヴでる。通常リド−A筒13
と鉄塔ブロックalJ、1.J二F方向にスライドする
が、このとき排気筒13と鉄塔ブロックaとは仮設的に
固定される。(3) Next, the exhaust direction with respect to the top V] 3. Steel tower block a, human movement/1 spill prevention bet 142, common rack lI44, brought in with clay 74 and assembled. Normal Lido-A cylinder 13
and steel tower block alJ, 1. It slides in the J2F direction, but at this time the exhaust pipe 13 and the steel tower block a are temporarily fixed.
(4)次いで、ジヤツキk +it 5のロッド7に固
定した把持機構9によって排気筒13を把持し、前述の
ように油圧ジヤツキ63作動させてロッド7を上昇させ
、排気筒13および鉄塔ブロックaを引き上げる。(4) Next, grip the exhaust pipe 13 with the gripping mechanism 9 fixed to the rod 7 of the jack k+it 5, operate the hydraulic jack 63 as described above to raise the rod 7, and lift the exhaust pipe 13 and the tower block a. Pull up.
(5)排気筒13は長さが例えば約3mの鋼製の短管。(5) The exhaust pipe 13 is a short steel pipe with a length of, for example, about 3 m.
taa2接続して構成するが、その接(、先は、第3図
の如く排気iFi 13および鉄塔ブロック11り上げ
た状態でに1接して行ない、順次3m単位でリフトアッ
プする。The first connection is made by connecting the exhaust iFi 13 and the tower block 11 as shown in FIG.
む)円IJ8己麩塔プロ′ンクaの凸β分について短宮
13aの)及Mが児了したら、鉄塔ブロックbとクレー
ンで嵌め込み鉄塔ゾロツクはu6長カボルトにより接U
tする。/jお、各鉄塔ブロックはいずねも左右に2分
速すされでいて、排気tt413に左右から嵌め込んで
(4椿する。続いてFllI^ピ(4)の工程の如く、
ジャツーI−装鱒5で排気ii’j 13および鉄塔ブ
ロックa。When the convex β portion of the tower block a of the circle IJ8 is completed, the ) and M of Tanmiya 13a are completed, and the steel tower block b is fitted with a crane and the steel tower Zoroku is connected with the U6 long bolt.
Do t. /j Oh, each steel tower block is moved 2 minutes from side to side, and fitted into the exhaust tt413 from the left and right (4 times).Next, as in the process of FllI^pi (4),
Jatu I--loaded trout 5 with exhaust ii'j 13 and tower block a.
bεリフドアソゲしf)がら短t13” E!>gする
。bε Lift associate f) Short t13” E!>g.
このとき、OP気−1#13と鉄塔ブロックと(j退官
前述のごとく仮設的に固定する。At this time, OP-1 #13 and the steel tower block (J) are temporarily fixed as mentioned above.
(7)以上の作業をくり返して最下部の一つ上の鉄塔ゾ
ロツクC(この−A流側で(1日を41固のブロックで
(N成する用台である)ε接続し、かつ、排気筒132
最′F出iの短管まで朕続した債、第5)凶に示すよう
にh−気筒13の下端に補助材(図において排気筒との
区別上ハツチングで示す)183嘔り1・Jけ、この補
助材18EジヤツキHIk5で上昇させることにより、
JjF気丙13の最下部2共】由来(144の上面まで
リフトアップ′する。(7) Repeat the above steps to connect the steel tower Zoroku C (on this -A side) (one day is 41 blocks (this is the base for forming N) ε) above the lowest one, and Exhaust pipe 132
5) As shown in the figure, there is an auxiliary material (shown by hatching in the figure to distinguish it from the exhaust pipe) at the lower end of the h-cylinder 13. By raising this auxiliary material 18E jack HIk5,
The bottom two of JjF Qihei 13] Origin (Lift up to the top of 144).
(81次いで第8凶、第9凶に早すように東19F共通
采偵4の上部に取り付け、その上にベースプレー117
E固定し、このベースプレート17上に排気筒132載
せて固定する。(81, then the 8th and 9th floors are attached to the top of the common 4 on the east 19th floor, and the base play 117 is installed on top of it.
E is fixed, and the exhaust pipe 132 is placed on this base plate 17 and fixed.
(9)次いで最下部の鉄塔ブロックdをクレーン等で吊
り上げて、排気筒13の左右から嵌め込んでその上の鉄
塔ブロックCK接端するとともに、共通架構4の上部に
固定する。次いで、補助部材182撤去する。(9) Next, lift the lowest steel tower block d using a crane or the like, fit it into the exhaust pipe 13 from the left and right, connect the upper steel tower block CK to the upper end, and fix it to the upper part of the common frame 4. Next, the auxiliary member 182 is removed.
(10)鉄塔の固定が終了したら、共通架構4の上部に
チェノブロック20等を取り付け、ボイラ21の上部ホ
ッパ21aEこのテエンブロック20で吊り上げて3き
、次いで、ボイラ本体部21b2コロ等2用いて共通架
構4の中に移動させ、これをジヤツキ装置5により引き
上げ、所定め位置まで引き上げてから、第10図、第1
1図に示す如くディ2架台梁22にピ/23で1酉勧可
能に破り付けられた回転ブラケット242引き出し、ボ
イラ本体21bに固定された取付部材25と回転ブラケ
ット24とを高張力ボルトで連結しボイラ本体21bの
ディ2架台梁22への据付けε行う。(10) After fixing the steel tower, attach a chain block 20 etc. to the upper part of the common frame 4, lift the upper hopper 21aE of the boiler 21 with this chain block 20, and then use the boiler main body 21b2 rollers etc. 10, into the common frame 4, and pulled it up by the jacking device 5 to a predetermined position.
As shown in Figure 1, pull out the rotary bracket 242 which has been torn off with a pin/23 from the D2 frame beam 22, and connect the mounting member 25 fixed to the boiler body 21b and the rotary bracket 24 with high tension bolts. Then, the boiler main body 21b is installed on the D2 frame beam 22.
(11)次いでボイ221の″F″部ホッパ21C2引
き上げてボイラ本体21bに接続する。(11) Next, pull up the "F" section hopper 21C2 of the boiler 221 and connect it to the boiler main body 21b.
(12)以上のすべての作業が完了すればジヤツキ装置
5、チェ/プロツク等¥:取りはす“し、鉄塔および排
気筒13の構築並びにボイラ21の据付けが完了する。(12) Once all the above work is completed, the jacking device 5, checks/blocks, etc. will be removed, and the construction of the steel tower and exhaust stack 13 and the installation of the boiler 21 will be completed.
以上説明したように本発明は、ジヤツキ装置1を備えた
共通架構?構築し、この共通架構内でυト気筒架構(排
気筒および鉄塔)2頂上部から順に組み立てながら前記
シャツ檜装置により上昇させて、共通架構上に排気筒架
WE構築し、ついで、この共通架構内にボイラ本体2僕
築するものであるので、従来の如くボイラ本体2排気塔
架構に隣接して据えつける方法と異なり、狭いスペース
でそれら2構築することができ、また、ボイラの下部ホ
ッパのまわりに支柱が不要であるため作業スペース2充
分とることができてボイラのメンテナンス等の作業が容
易である。才た、排LA筒架構の組み立ての作業が共通
架構内で行われるので、高所作業がなく能率的、かつ女
全である。また、共A架構が排気筒架構とボイラとの両
者2共2[!Iに支持するものであるので、強度上この
共通架構の断面2増す心安があるとはいえ、従来の如く
ボイラE14域して独立に支柱とげf築して据えつける
場合よりトータルコストとして女価VCなる。ざらVC
,回転プラタン))設けてボイラ本体をこれに据えつけ
ることにより、ボイラ支持Vi造が簡単となり、かつ据
付は作簗も能率的となるなどオ(ハ々のきわめで優れた
効果を突するものである。As explained above, the present invention provides a common frame equipped with the jacking device 1. The cylinder frame (exhaust stack and steel tower) 2 is assembled sequentially from the top of the cylinder frame (exhaust stack and steel tower) 2 within this common frame and raised by the above-mentioned cypress equipment to construct the exhaust stack WE on the common frame. Unlike the conventional method of installing the boiler body 2 adjacent to the exhaust tower frame, the two boiler bodies can be constructed in a narrow space. Since there is no need for supporting columns around the boiler, sufficient work space 2 can be secured, making it easy to perform maintenance work on the boiler. Since the assembly work of the LA cylinder frame is carried out in a common frame, there is no need to work at heights, making it efficient and easy for all women to work on. Also, the common A frame is the exhaust stack frame and the boiler, both 2[! Although there is a peace of mind that the cross section of this common frame will be increased by 2 in terms of strength, the total cost will be lower than in the conventional case where the boiler E14 area is separately constructed and installed. Become a VC. Zara VC
By providing a rotary platen and installing the boiler body on it, the boiler support structure becomes simple and the installation is efficient. It is.
第1図は従来の方法による排気筒架構および廃ガスボイ
ラの正Wj図、楊I2図以ドは本発明の方法の一実施し
02示すもので、5η21凶、第3囚、第4図、・15
図、第6図、47図(よ、本発明の方法2段階的に示す
説明図、第8図は廃ガス、にイラ据付は完了時における
共通架講部7)鉱夫正面図、第9図は渠8図におけるl
X−1f蔵所而面、第10図は第9因におけるX−Xa
rkJf面図、f’s 111a+J第101における
M−復綜要部拡大断面図、第12図は@11図にJ(e
プる■−M線断面図、第13図は油圧ジヤツキのWT面
図である。
4・・・共通架構、5・・・シャツ千装輩、6・・・油
圧シリンダ、7・・−ロッド、13自・排気筒、13a
−so短管、21−1ボイラ、21a−−一上部ホツバ
、21b・・・ボイラ本本部、21c・・・下部ホッパ
、a、b、c、d、a*s・鉄塔ブロック。
出願人 株式会社11B鉄工所
第1図
第4図。Fig. 1 is a positive Wj diagram of an exhaust stack frame and waste gas boiler according to the conventional method, and Figs. 15
Fig. 6, Fig. 47 (Explanatory diagram showing the method of the present invention in two steps, Fig. 8 shows the waste gas, and the common mounting section 7 when the installation is completed) Front view of the miner, Fig. 9 is l in the culvert 8 diagram.
X-1f collection surface, Figure 10 is X-Xa in the 9th cause
rkJf side view, f's 111a + M-reverse main part enlarged sectional view at J No. 101, Fig. 12 is J(e
Fig. 13 is a WT side view of the hydraulic jack. 4...Common frame, 5...Shirt sensouhai, 6...Hydraulic cylinder, 7...-Rod, 13 Self-exhaust pipe, 13a
-so short pipe, 21-1 boiler, 21a--upper hopper, 21b... boiler main headquarters, 21c... lower hopper, a, b, c, d, a*s/steel tower block. Applicant: 11B Ironworks Co., Ltd. Figure 1 Figure 4.
Claims (1)
通架構内で1jト気尚架溝2y4上師から順に組み立テ
f、(がら前記シャツ千装装置により上昇させて、共通
架病上に排気筒架構8構築し、ついで、この共]泪架祷
内に廃ガスボイラ2講染することを特徴とする廃ガスボ
イラおよび排気筒架構の構築方法。Build the common frame 2 with the jacking device and vlA, and within this common frame, assemble 1j in order from the top of the rack groove 2y4. A method for constructing a waste gas boiler and an exhaust stack frame, characterized in that a cylinder frame 8 is constructed, and then a waste gas boiler 2 is installed inside the cylinder frame.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP10520081A JPS586304A (en) | 1981-07-06 | 1981-07-06 | Method of constructing waste gas boiler and exhaust cylinder framework |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP10520081A JPS586304A (en) | 1981-07-06 | 1981-07-06 | Method of constructing waste gas boiler and exhaust cylinder framework |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS586304A true JPS586304A (en) | 1983-01-13 |
| JPS6231241B2 JPS6231241B2 (en) | 1987-07-07 |
Family
ID=14401016
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP10520081A Granted JPS586304A (en) | 1981-07-06 | 1981-07-06 | Method of constructing waste gas boiler and exhaust cylinder framework |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS586304A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS6020002A (en) * | 1983-07-14 | 1985-02-01 | 三菱重工業株式会社 | Method of transporting boiler module |
| JPS61191802A (en) * | 1985-02-21 | 1986-08-26 | 三菱重工業株式会社 | Boiler support structure |
-
1981
- 1981-07-06 JP JP10520081A patent/JPS586304A/en active Granted
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS6020002A (en) * | 1983-07-14 | 1985-02-01 | 三菱重工業株式会社 | Method of transporting boiler module |
| JPS61191802A (en) * | 1985-02-21 | 1986-08-26 | 三菱重工業株式会社 | Boiler support structure |
Also Published As
| Publication number | Publication date |
|---|---|
| JPS6231241B2 (en) | 1987-07-07 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN110528405A (en) | Large-height lifting and shifting equipment and construction method of bridge based on vehicle group | |
| CN206646417U (en) | A kind of multispan concrete simply supported beam bridge integral jacking system | |
| AU2009244469A2 (en) | Erection method for solar receiver and support tower | |
| CN111472789B (en) | Pipe jacking construction process | |
| JP4800843B2 (en) | Installation method of boiler furnace wall | |
| JP5059357B2 (en) | Construction method of boiler cage section floor | |
| JPS586304A (en) | Method of constructing waste gas boiler and exhaust cylinder framework | |
| CN1190578C (en) | Integrated raising method for self-supporting house roof and its equipment | |
| CN216947902U (en) | Hydraulic lifting truss platform system for high pier turnover formwork construction | |
| CN109778702B (en) | Incremental launching construction method for steel box girder spanning existing city overpass | |
| CN201723234U (en) | Underground work surface hydraulic support frame dismounting and installing work station for mines | |
| CN111852516B (en) | Limiting jacking device for tunnel portal shed tunnel steel frame and construction method thereof | |
| CN216662305U (en) | Super high-rise tower crane bottom attached hydraulic self-climbing hard protection platform | |
| JPH04353105A (en) | Erecting method for bridge girder | |
| CN112320630B (en) | A support beam for heat absorber hoisting | |
| JP2890341B2 (en) | Method and apparatus for lifting up top-level frame for structure construction | |
| JPH10266136A (en) | Construction method of overhanging girder bridge using corrugated steel web | |
| CN212202062U (en) | Pipe jacking construction equipment | |
| CN210507165U (en) | Scaffold device and bridge fitment operation structure for bridge fitment | |
| CN220300121U (en) | Hoisting support for supporting steel box girder | |
| JP5039304B2 (en) | Construction method of boiler frame | |
| CN211547369U (en) | Hydro-electric linkage jacking mechanism device | |
| KR200230089Y1 (en) | Shifting up and down system of continuous preflex composite girder on temporary support | |
| CN216141147U (en) | Auxiliary span-free boiler top maintenance guide rail structure | |
| CN116464487B (en) | Self-propelled railway tunnel support installation equipment |