CN101255768A - Method for high altitude installation of large span steel truss - Google Patents
Method for high altitude installation of large span steel truss Download PDFInfo
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- CN101255768A CN101255768A CNA2008100612958A CN200810061295A CN101255768A CN 101255768 A CN101255768 A CN 101255768A CN A2008100612958 A CNA2008100612958 A CN A2008100612958A CN 200810061295 A CN200810061295 A CN 200810061295A CN 101255768 A CN101255768 A CN 101255768A
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Abstract
The present invention relates to a method for installing a large span steel truss on high altitude. The method comprises the steps of arranging embedded part on the structure girder at two sides of the designed position of the steel truss, then installing extensible guide on the embedded part, and at last assembling a specialized steel structure tackle. Firstly, a large tonnage hoisting machine is used for hanging the steel truss which is wholly assembled underground to two tackles that are arranged on station. Afterwards, the steel trust is parallelly moved to the installation position through the synchronous slippage of two tackles on the extensible guide. Lastly, the two-end capitals of the designing position of the steel truss are installed with an independent holding pole, a chain block and a pulley assembly. These hoisting apparatuses are used for hanging the longeron from the tackle. The longeron of the lengthened part is cut and the steel truss is installed to the position according to the design requirement. Compared with the traditional high altitude dispersed splitting method for building whole surface of scaffold, the installing method provided by the invention subtly settles many abuses of difficulty for controlling the construction quality, long construction period and the like in the traditional method. The manpower and considerable material transportation are saved and the construction quality can be effectively guaranteed. Various requirements of the designing and constructing are excellently and rapidly satisfied.
Description
Technical field
The present invention relates to the realm of building construction, specifically refer to a kind of method for high altitude installation of large span steel truss.
Background technology
The common method that install in the large span steel truss high-altitude in the building construction process is to adopt the direct hoisted in position of crane.When the steel truss installation site is positioned at outside the crane radius of clean-up, in the time of can't directly lifting with crane, traditional method is: set up full hall scaffold, and on scaffold with each rod member on-site consolidation.Because assembly unit is to construct in the high-altitude, need to drop into a large amount of labours, length consuming time, work efficiency are low, and circulation material that need be a large amount of, and the cross section geometry of trussmember junction, verticality, crooked rise, camber and welding quality etc. all than in the difficult control of terrestrial segment assembly unit, have increased difficulty of construction.
Summary of the invention
Technical problem to be solved by this invention is at the prior art situation, provide a kind of simple to operate, need not set up full hall scaffold, can shorten installation period significantly, reduce manpower, save cost and can guarantee the method for high altitude installation of large span steel truss of construction quality effectively.
1, the present invention solves the problems of the technologies described above and has adopted high-altitude slippage mounting technique scheme, it is characterized in that comprising the steps:
A) the steel truss segmentation is transported to the job site, finishes assembly unit on ground by designing requirement; The length of described steel truss is slightly larger than actual use length, satisfies the requirement of following coaster slippage;
B) on the reinforced concrete roof beam at steel truss two ends, built-in fitting is set respectively, guide rail is set on built-in fitting; Rail length satisfies the installation requirement of steel truss simultaneously and is connected mutually with the ground large tonnage crane;
C) preparation and the suitable coaster of steel truss structure place the coaster for preparing on the guide rail;
D) be placed to respectively on the coaster of both sides by the assembled steel truss of ground large tonnage crane lifting, and with the two ends of steel truss;
E) arrive the construction assigned address with the coaster on the rail of moved further both sides;
F) the two-end structure capital in steel truss design and installation position sets up the independent pole that the top has hanger respectively, installs on the hanger of pole and pulls electric block and assembly pulley; Utilize pole, pull electric block and assembly pulley is sling the two ends of steel truss synchronously;
G) part with steel truss two ends lengthening slices off, and the end is made the steel plate welded closure and handled.
H) being connected pull electric block and assembly pulley on the pole by adjusting, that steel truss is installed to design attitude is in place.
Method provided by the present invention mainly is applicable to can't be with the installation that hangs of the large span steel truss of the direct hoisted in position of crane, and the both sides of steel truss exist the arrangement works face of certain width can be used for installing rail simultaneously.
The technological principle of this method: on the structural beams of steel truss design attitude both sides, built-in fitting is set, then at the built-in fitting upper mounting rail, assembling special-purpose steel structure coaster.At first, will winch on the manned two pulleys at the good steel truss of ground integral assembling with large tonnage crane; Then, by the synchronization-sliding of two pulleys on guide rail steel truss is moved to the installation site; At last, independent pole, Chain block and assembly pulley are installed on the capital of the two ends of steel truss design attitude, and are utilized these hanging devices that truss is sling from coaster, the truss of elongated portion is sliced off, by designing requirement with the steel truss installation in position.
Compare with traditional diffusing spelling in full hall scaffold high-altitude of setting up, method for high altitude installation of large span steel truss provided by the present invention, many drawback problems such as the conventional method construction quality is difficult to control, long in time limit have been solved dexterously, save manpower and a large amount of circulation material and can guarantee construction quality effectively, satisfy every requirement of design and construction rapidly and healthily, had bigger social benefit and economic benefit; Compare with conventional method simultaneously, worker's evils such as the vibration that the construction of this worker method produces, noise, arclight have also obtained reducing to greatest extent.
The specific embodiment
Below in conjunction with example the present invention is described in further detail.
At first make special equipment facility such as coaster, independent pole according to instructions for use.The design of coaster should be satisfied the needs of shelving of steel truss, guarantees firm.
According to steel truss two-end structure beam location, determine guide rail position, and built-in fitting is installed on structural beams, the built-in fitting upper mounting rail according to guide rail position; The guide rail laying length satisfies the ground craneman and makes radius and steel truss installation requirements.After the guide rail installation, the coaster that has has designed and produced can be installed; Each segmentation of steel truss that comes from factory's transportation can be carried out on-site consolidation on the ground as requested simultaneously.Because steel truss need hang onto on the coaster earlier, so the length of steel truss is wanted suitable length greater than its actual design use.
The steel truss that assembly unit is good hangs onto on the coaster on two side rails with large tonnage crane; Under commanding's commander, on guide rail,, move to the design axial location thereby will be loaded in supratrochlear steel truss with moved further both sides coaster; If there is many Pin steel truss to need to install, then the steel truss of far-end hangs earlier and send installation; With steel truss transport put in place after, promptly independent pole can be installed, and Chain block and assembly pulley are installed on pole; This example is that independent pole is installed on the capital of steel truss design attitude two-end structure post, also can be installed on the structural beams; Cooperate assembly pulley that truss is sling slightly by Chain block then and make it break away from coaster, cut off steel truss two ends elongated portion simultaneously, and do the end sealing and handle; At last, utilize the hoisting machine tool at two ends that steel truss is sling synchronously, and slowly put to the bracket of the structural column side of designing requirement, its installation in position.
If there is many Pin steel truss to need to install, install a Pin after, just the 2nd Pin, the 3rd Pin or the like can be installed successively, until completion.
75000 square metres of transaction engineering overall floorages can be imported and exported in the exhibition section in Ningbo, and wherein the steel work roofing is about 2430 square metres, and the steel work roofing is the space structures system of being made up of steel pipe main couple, sub-truss and roof purline.The main couple span is 54 meters, 9 meters of spacings, totally 4 Pin, adopt specification be Φ 299 * 14, Φ 245 * 12,, the Q345B seamless steel pipe of Φ 133 * 6, Φ 127 * 4 and Φ 89 * 4 combines.The jack truss span is 27 meters, 15.6 meters of spacings, totally 4 Pin.Main couple is fixed on the bracket of concrete pillar, and an end bracket height is 30 meters, and the other end is 36 meters, weighs 18 tons.According to construction condition, we have successfully installed main couple with method provided by the present invention for we.
In the above-mentioned engineering, compare with traditional full hall scaffold high-altitude spelling of loosing, the high-altitude slide installation method is saved 30 days durations, 2200 work days of labour, 1176 tons of turnover such as steel tube fastener materials, 360,000 yuan of direct economic benefits.In addition, adopt the high-altitude sliding method, main couple divides three sections transportations to get final product, and can be with truss at the ground integral assembling, the quality problems of having avoided truss to loose and occur easily when piecing together in the high-altitude.Treat that main couple installs, equal sexual satisfaction design of every technical indicator testing result and construction inspection rules requirement.The high-altitude slide installation method had both solved the installation question of large span steel truss under directly lifting condition of large tonnage crane dexterously, farthest improved welding quality again, guaranteed installation accuracy, need not to set up full hall scaffold simultaneously, reduced spillage of material, reduced labour intensity, and accelerated speed of application significantly, social benefit, remarkable in economical benefits.
Claims (2)
- 2, a kind of method for high altitude installation of large span steel truss is characterized in that comprising the steps:A) the steel truss segmentation is transported to the job site, finishes assembly unit on ground by designing requirement; The length of described large span steel truss is used length greater than reality, satisfies the requirement of following coaster slippage;B) built-in fitting is set respectively on the High Altitude Platform at steel truss two ends, guide rail is set on built-in fitting; Rail length satisfies the installation requirement of large span steel truss simultaneously and is connected mutually with the ground large tonnage crane;C) preparation and the suitable coaster of steel truss structure place the coaster for preparing on the guide rail;D) two ends by the ground large tonnage crane steel truss that assembly unit is good hang onto on the coaster;E) arrive the construction assigned address with the coaster on the moved further two rails;F) the two-end structure capital in steel truss design and installation position sets up the independent pole that the top has hanger respectively, is equipped with to pull electric block and assembly pulley on the hanger of pole; Utilize pole, pull the electric block assembly pulley steel truss is sling;G) part with steel truss two ends lengthening slices off;H) being connected pull electric block and assembly pulley on the pole by adjusting, that steel truss is installed to design attitude is in place.
- 2, method for high altitude installation of large span steel truss according to claim 1 is characterized in that: step a, b, c carry out simultaneously.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNB2008100612958A CN100557168C (en) | 2008-03-21 | 2008-03-21 | A kind of method for high altitude installation of large span steel truss |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNB2008100612958A CN100557168C (en) | 2008-03-21 | 2008-03-21 | A kind of method for high altitude installation of large span steel truss |
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| CN101255768A true CN101255768A (en) | 2008-09-03 |
| CN100557168C CN100557168C (en) | 2009-11-04 |
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| CNB2008100612958A Expired - Fee Related CN100557168C (en) | 2008-03-21 | 2008-03-21 | A kind of method for high altitude installation of large span steel truss |
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| CN102116089A (en) * | 2010-12-31 | 2011-07-06 | 青岛建设集团零零一工程有限公司 | Construction method for integrally lifting large-span type steel beam pulling bar |
| CN102155096A (en) * | 2011-03-02 | 2011-08-17 | 攀钢集团冶金工程技术有限公司 | Enormous-span steel tube house truss assembling construction method |
| CN102372228A (en) * | 2010-08-19 | 2012-03-14 | 中冶天工集团有限公司 | Translational installation method for large-span crane beam |
| CN102452612A (en) * | 2010-10-18 | 2012-05-16 | 五冶集团上海有限公司 | Air transporting apparatus for large-scale cement foamed roof boards |
| CN102797292A (en) * | 2012-09-10 | 2012-11-28 | 中国建筑第二工程局有限公司 | Large-diameter spherical steel structure and ultrahigh altitude installation method thereof |
| CN102953556A (en) * | 2012-11-14 | 2013-03-06 | 中冶天工集团有限公司 | Hoisting method for long-span asymmetrical rectangular spatial twisted pipe truss |
| CN102979313A (en) * | 2012-11-22 | 2013-03-20 | 浙江省长城建设集团股份有限公司 | High-altitude lifting construction method for overweight steel truss of transferring layer |
| CN103046758A (en) * | 2013-01-18 | 2013-04-17 | 上海建工一建集团有限公司 | Method for constructing multichannel interval load-carrying mega truss door structure |
| CN103072004A (en) * | 2013-01-21 | 2013-05-01 | 湖南省第五工程有限公司 | Installation method of electric hoist hanger |
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| CN103243927A (en) * | 2013-05-24 | 2013-08-14 | 江苏南通六建建设集团有限公司 | Double pole reverse operation combined hoisting construction method and double pole |
| CN103276907A (en) * | 2013-05-21 | 2013-09-04 | 中国华冶科工集团有限公司 | Hoisting method for large-span hinged type herringbone steel arch |
| CN103410322A (en) * | 2013-08-30 | 2013-11-27 | 南通八建集团有限公司 | Large-span parallel truss steel connective corridor construction method |
| CN103883128A (en) * | 2012-12-19 | 2014-06-25 | 五冶集团上海有限公司 | Multi-tier large-span steel structure mounting method |
| CN103912128A (en) * | 2014-02-28 | 2014-07-09 | 中国建筑第五工程局有限公司广州分公司 | Construction method of high-altitude one-piece steel truss |
| CN104196245A (en) * | 2014-08-08 | 2014-12-10 | 宝钢钢构有限公司 | Segmented manufacturing and splicing method for large steel tube truss curved beam with variable cross-sections |
| CN105019664A (en) * | 2014-04-30 | 2015-11-04 | 中冶天工集团有限公司 | High-altitude slipping installation method for compartment-type electric room |
| CN105672665A (en) * | 2016-01-18 | 2016-06-15 | 天津城建大学 | Installation method for large-span double-layer cylindrical surface net shell |
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| CN106193618A (en) * | 2016-07-15 | 2016-12-07 | 中铁建大桥工程局集团第五工程有限公司 | A kind of Long span aerial steel structure truss construction |
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| CN106545172A (en) * | 2016-11-10 | 2017-03-29 | 中冶建工集团有限公司 | A kind of installation method of high-altitude long-span steel truss |
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| CN108265987A (en) * | 2018-01-29 | 2018-07-10 | 江苏江中集团有限公司 | A kind of installation method of Large Span Spatial Truss |
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- 2008-03-21 CN CNB2008100612958A patent/CN100557168C/en not_active Expired - Fee Related
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| CN102372228B (en) * | 2010-08-19 | 2013-06-12 | 中冶天工集团有限公司 | Translational installation method for large-span crane beam |
| CN102452612A (en) * | 2010-10-18 | 2012-05-16 | 五冶集团上海有限公司 | Air transporting apparatus for large-scale cement foamed roof boards |
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| CN106437025A (en) * | 2016-09-28 | 2017-02-22 | 中国十七冶集团有限公司 | Construction method for installing cement clinker production line kiln head drag chain conveyor steel truss |
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| CN108265987A (en) * | 2018-01-29 | 2018-07-10 | 江苏江中集团有限公司 | A kind of installation method of Large Span Spatial Truss |
| CN108547458A (en) * | 2018-03-30 | 2018-09-18 | 中国二十冶集团有限公司 | A kind of construction method of high-altitude special-shaped steel structure |
| CN108547458B (en) * | 2018-03-30 | 2021-01-15 | 中国二十冶集团有限公司 | Construction method of high-altitude special-shaped steel structure |
| CN116044179A (en) * | 2023-03-31 | 2023-05-02 | 河北新烨工程技术有限公司 | Construction method for installing large-span arch pipe truss |
| CN116044179B (en) * | 2023-03-31 | 2023-06-09 | 河北新烨工程技术有限公司 | Construction method for installing large-span arch pipe truss |
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| CN100557168C (en) | 2009-11-04 |
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