CN100366832C - Construction technique for hoisting steel made coal hopper on-site - Google Patents
Construction technique for hoisting steel made coal hopper on-site Download PDFInfo
- Publication number
- CN100366832C CN100366832C CNB2005100745335A CN200510074533A CN100366832C CN 100366832 C CN100366832 C CN 100366832C CN B2005100745335 A CNB2005100745335 A CN B2005100745335A CN 200510074533 A CN200510074533 A CN 200510074533A CN 100366832 C CN100366832 C CN 100366832C
- Authority
- CN
- China
- Prior art keywords
- coal hopper
- steel made
- steel
- made coal
- installation
- 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 - Fee Related
Links
Images
Landscapes
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The present invention relates to a construction technique for hoisting steel made coal hoppers on-site, which is characterized in that two parallel cantilever tracks are arranged at the lower edge of a roof steel beam of a workshop which needs to be provided with a steel made coal hopper, and each track is suspended with an electric block; the group below the cantilever tracks is laid with a pair of tracks which are provided with a dolly. The steel made coal hopper is produced in segments, and then is hoisted by the electric block in segments to be moved into the workshop. The steel made coal hopper is placed on the dolly which is drawn to the installation position of the steel made coal hopper by a hoister, and then, a chain block hoists the coal hopper away from the dolly, and finally, the chain block is lowered down to place the steel made coal hopper to the installation position. The present invention has the installation sequence that firstly, the bottommost section of the steel made coal hopper is positioned, and then the first section of the steel made coal hopper is arranged on an upper layer of a ring beam of the workshop; then, the second section, the third section and till the last second section of the steel made coal hopper are installed. In the process of installation, all welding seams are welded fully, and then the bottommost section of the steel made coal hopper is butted and welded with the previous section of the steel made coal hopper, and finally, a steel made coal hopper seat is arranged. The present invention has the advantages of simple construction technique, short period of installation construction and low cost, and no influence on the construction of civil engineering of the workshop. The present invention is suitable for the installation construction of steel made coal hoppers of thermal power plants.
Description
Technical field
The present invention relates to a kind of construction technology of hoisting steel made coal hopper on-site.
Background technology
Steel coal hopper is the device of steam power station indispensability, and it is shaped as: top is that cylindrical silo bottom is the combination of conical silo.Steel coal hopper normally is installed in the C-D axle of power plant's deoxygenation bunker bay, traditional construction method of installation is to adopt crane lifting, because steel coal hopper height height, weight is big, crane often can not the Integratively hoisted in position, so generally be lifting ability according to hanging device, the steel coal hopper merogenesis is manufactured, treat that the factory building civil engineering construction is when be fit to installing the height layer of steel coal hopper, by crane the steel coal hopper of merogenesis is lifted successively and to overlay corresponding position and do temporary fixed, after the C-D axle framework for the treatment of the deoxygenation bunker bay binds, with manually with the steel coal hopper of merogenesis from the top down by the joint butt joint, weld in place.This construction method of installation stops the construction of agent structure and must will influence the scaffold complete removal in steel coal hopper hoisting passage and district in place when needing factory building civil engineering construction to the height layer that is fit to the installation steel coal hopper, so not only can cause the delay of civil engineering worker duration, and lifting the time needs two-shipper to lift, to guarantee the vertical lifting of member, according to each power plant's construction experience, under situation about not being affected by other factors, only Diao Zhuan duration the shortest is 35 days, and is long in time limit, cost is high.
Summary of the invention
The purpose of this invention is to provide a kind of installation duration short, cost is low, and is simple and easy to do, the construction technology of the hoisting steel made coal hopper on-site that the construction of factory building civil works is had no effect.
Construction technology of the present invention is as follows:
The steel roof joist lower edge that the factory building of steel coal hopper is installed in desire is provided with two parallel cantilever tracks, hangs an electric block on every track; Lay a secondary carriage walking track on the ground below the cantilever track, being provided with one on the carriage walking track can be along the track cross level travelling car; The steel coal hopper merogenesis is manufactured,, respectively each section is transported under the factory building according to the erection procedure of determining in the constructure scheme by Pallet Truck, electric block along the cantilever orbital motion outside factory building, the steel coal hopper merogenesis is sling, vertical-lift, and in factory building, move, steel coal hopper is placed on the dolly that can move horizontally, dolly is by the installation site of hoist engine running under power to steel coal hopper, by mounted jack in advance coal bunker is hung dolly, dolly withdraws from, and transfers jack steel coal hopper is placed into the installation site; Its erection sequence is: earlier that a nethermost joint steel coal hopper is in place, and as far as possible to transferring, its top is installed can enough spaces, installs the 1st then and saves in last layer factory building ring beam, after the firm welding, carry out again the 2nd the joint, the 3rd the joint ..., the 2nd joint reciprocal installation, in installation process, behind the whole full welds of all weld seams, mention a nethermost joint with Chain block again, dock, weld with a joint on it, carry out the installation of steel coal hopper seat at last.
Advantage of the present invention is: construction technology is simple and easy to do, and the installation duration is short, cost is low, and the construction of factory building civil works is had no effect.
Description of drawings
Fig. 1 is an installation schematic diagram of the present invention; Fig. 2 is the steel coal hopper vertical-lift schematic diagram of the K of Fig. 1 to amplification; Fig. 3 is the nethermost joint of a steel coal hopper schematic diagram in place.
The specific embodiment
Embodiment:
Present embodiment is at the newly-built 2 * 300MW unit in steam power station, a specific embodiments of supporting steel coal hopper.With reference to accompanying drawing, steel roof joist lower edge at 22 meters layers of power plant's deoxygenation bunker bay C-D axle adopts track to fix two parallel cantilever tracks of being made by the 32# i iron 4 with girder steel lifting-point device 3, the cantilever of cantilever track 4 stretches out outside the factory building, and adopting drag-line 2 and upper strata factory building to fix, lifting altitude of suspension is 10 tons of electric blocks 1 of 30 meters on every track 4; On the ground below the cantilever track 4, lay a secondary carriage walking track 6, on carriage walking track 6, be provided with one and can move horizontally dolly 5 along track 6; 47 tons of steel coal hopper 7 substances, making 5 periods of time-divisions manufactures respectively, by Pallet Truck according to the erection procedure of determining in the constructure scheme, respectively each section is transported under the factory building, electric block 1 runs to outside the factory building along cantilever track 4, steel coal hopper 7 merogenesis are sling, vertical-lift is to 22 meters layers of the deoxygenation bunker bay C-D of power plant axle, electric block 1 moves in factory building, steel coal hopper 7 is placed on the dolly 5 that can move horizontally, and dolly 5 is by the installation site of hoist engine running under power to steel coal hopper, by mounted jack 8 in advance steel coal hopper 7 hung dolly 5, dolly 5 withdraws from, and transfers jack 8 steel coal hopper 7 is placed into the installation site; Its erection sequence is: earlier that the 5th joint steel coal hopper is in place, and as far as possible to transferring, its top is installed can enough spaces, installs the 1st then and saves in last layer factory building ring beam, after the firm welding, carry out the installation of the 2nd joint, the 3rd joint, the 4th joint again, in installation process, behind the whole full welds of all weld seams, mention the 5th joint with Chain block again, dock, weld with the 4th joint, carry out the installation of steel coal hopper seat at last.
Construction technology of the present invention and other major projects construction mutually noninterfere, parallel line production do not take the main construction period, have accelerated construction speed greatly.
Claims (1)
1. the construction technology of a hoisting steel made coal hopper on-site is characterized in that: the steel roof joist lower edge that the factory building of steel coal hopper is installed in desire is provided with two parallel cantilever tracks, hangs an electric block on every track; Lay a secondary carriage walking track on the ground below the cantilever track, being provided with one on the carriage walking track can be along the track cross level travelling car; The steel coal hopper merogenesis is manufactured,, respectively each section is transported under the factory building according to the erection procedure of determining in the constructure scheme by Pallet Truck, electric block along the cantilever orbital motion outside factory building, the steel coal hopper merogenesis is sling, vertical-lift, and in factory building, move, steel coal hopper is placed on the dolly that can move horizontally, dolly is by the installation site of hoist engine running under power to steel coal hopper, by mounted jack in advance coal bunker is hung dolly, dolly withdraws from, and transfers jack steel coal hopper is placed into the installation site; Its erection sequence is: earlier that a nethermost joint steel coal hopper is in place, and as far as possible to transferring, its top is installed can enough spaces, installs the 1st then and saves in last layer factory building ring beam, after the firm welding, carry out again the 2nd the joint, the 3rd the joint ..., the 2nd joint reciprocal installation, in installation process, behind the whole full welds of all weld seams, mention a nethermost joint with Chain block again, dock, weld with a joint on it, carry out the installation of steel coal hopper seat at last.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNB2005100745335A CN100366832C (en) | 2005-05-26 | 2005-05-26 | Construction technique for hoisting steel made coal hopper on-site |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNB2005100745335A CN100366832C (en) | 2005-05-26 | 2005-05-26 | Construction technique for hoisting steel made coal hopper on-site |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN1696043A CN1696043A (en) | 2005-11-16 |
| CN100366832C true CN100366832C (en) | 2008-02-06 |
Family
ID=35348963
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNB2005100745335A Expired - Fee Related CN100366832C (en) | 2005-05-26 | 2005-05-26 | Construction technique for hoisting steel made coal hopper on-site |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN100366832C (en) |
Families Citing this family (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2012088653A1 (en) * | 2010-12-27 | 2012-07-05 | 中国二十冶集团有限公司 | Pre-assembling, lifting, moving and emplacing method for large factory and mine equipment |
| CN102363963B (en) * | 2011-10-24 | 2015-06-10 | 无锡速捷脚手架工程有限公司 | Wall template full-piece slide type dismantling device |
| CN109649867A (en) * | 2018-11-28 | 2019-04-19 | 中国化学工程第十四建设有限公司 | Polypropylene product degassing cabin upside-down construction technique |
| CN109823971A (en) * | 2019-01-31 | 2019-05-31 | 中国能源建设集团广东电力工程局有限公司 | A kind of steel coal hopper prefabricated part hanging structure and hanging method |
Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB2108561A (en) * | 1981-10-15 | 1983-05-18 | Gartner & Co J | Process for the installation of curtain walls and wall elements |
| CN2203303Y (en) * | 1994-12-08 | 1995-07-12 | 王建成 | Coke oven door mount-and-dismount device |
-
2005
- 2005-05-26 CN CNB2005100745335A patent/CN100366832C/en not_active Expired - Fee Related
Patent Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB2108561A (en) * | 1981-10-15 | 1983-05-18 | Gartner & Co J | Process for the installation of curtain walls and wall elements |
| CN2203303Y (en) * | 1994-12-08 | 1995-07-12 | 王建成 | Coke oven door mount-and-dismount device |
Non-Patent Citations (3)
| Title |
|---|
| 火电厂主厂房钢煤斗的制造与安装. 王文璋.电力建设，第24卷第4期卷. 2003 * |
| 综合吊装技术在酒钢热电厂主厂房工程上的应用. 李航星，王庆.甘肃科技，第38卷第2002年第5期. * |
| 防止钢煤斗变形的吊装工艺. 黄佩兵.水利电力机械，第23卷第4期卷. 2001 * |
Also Published As
| Publication number | Publication date |
|---|---|
| CN1696043A (en) | 2005-11-16 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN104878693B (en) | Lateral girder erection structure for truss double-girder type bridge girder erection machine, construction method of erection structure, and lateral girder erection method based on erection structure | |
| CN107013038B (en) | A kind of steel structure slipping of building roof lighting Zhongting changes column construction method | |
| CN104016089B (en) | Sintering machine large flue slide installation method and track installation mechanism thereof | |
| CN206616184U (en) | Coke oven loss flue dust dust gathering arrester supporting construction | |
| CN107044114A (en) | Large-scale penstock inversion construction method in a kind of high vertical shaft | |
| CN103967284B (en) | The steel column installation method of reserved stigma docking | |
| CN103123016A (en) | Construction method for laying gas pipelines along bridge | |
| CN100366832C (en) | Construction technique for hoisting steel made coal hopper on-site | |
| CN104016260B (en) | Little lattice funnel slide installation method and slippage installing mechanism | |
| CN111794754A (en) | Pipe piece assembled derrick and construction method thereof | |
| CN110318468B (en) | Auxiliary device and method for installing eccentric space net rack | |
| CN111675111A (en) | Boiler hoisting sling in closed plant area and construction method | |
| CN110159057B (en) | Mounting and construction method for smoke pipe of technically improved factory building | |
| CN202689016U (en) | Cofferdam assembling and lifting platform for double-wall steel cofferdam construction of deep-water bridge pier | |
| CN104973517A (en) | Electric gantry platform for installing sintering machine head equipment and application method thereof | |
| CN102226497B (en) | Manufacturing method of large rubber rolling curtain sealed dry-type gas holder | |
| CN108625270A (en) | Nose girder gantry crane installs bridge prefabrication box girder construction method | |
| CN210766417U (en) | Pier-spanning lifting beam support device at side position of bridge | |
| CN210737607U (en) | A hang braced system for reverse construction method beam slab construction | |
| CN107842246A (en) | A kind of chimney steel beam hydraulic lifting high-altitude integral slipping hanging apparatus and method | |
| CN111792540A (en) | Full reverse construction method for hanging movable electric hoist on main structure beam slab | |
| CN206616185U (en) | The loss flue dust dust gathering arrester of coke oven installs chassis | |
| CN102776874A (en) | Hoisting technique of long and thin structural single chip | |
| CN111139742B (en) | Method for mounting and dismounting highway bridge girder erection machine | |
| CN201128882Y (en) | Lifting and supporting brackets integrated construction device for bridge arch rib |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C17 | Cessation of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20080206 Termination date: 20130526 |