CN102259794B - Method for installing overall combined type crane beam - Google Patents
Method for installing overall combined type crane beam Download PDFInfo
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- CN102259794B CN102259794B CN 201110205102 CN201110205102A CN102259794B CN 102259794 B CN102259794 B CN 102259794B CN 201110205102 CN201110205102 CN 201110205102 CN 201110205102 A CN201110205102 A CN 201110205102A CN 102259794 B CN102259794 B CN 102259794B
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- overall combined
- crane beam
- type crane
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Abstract
The invention discloses a method for installing an overall combined type crane beam. The method comprises the steps of: after installing a steel column, assembling various types of manufactured components into the overall combined type crane beam; and then lifting integrally. The overall combined type crane beam comprises two mutually parallel crane beams and a brake component arranged on the top of the crane beams. A vertical support and/or a lower flange horizontal support are arranged between the two crane beams. A connection plate is arranged on end plates of the two crane beams. Suspension rings are arranged on the upper flanges of the two crane beams. According to the method disclosed by the invention, the construction safety, the operability and the economical efficiency are sufficiently considered; and the special engineering experiences prove that the method has the advantages of good implementation effect, low investment, high working efficiency, quality and safety assurance, strong applicability and extremely popularized significance.
Description
Technical field
The present invention relates to the installation method of crane girder, refer to particularly a kind of installation method of overall combined type crane beam.
Background technology
In ANALYSIS FOR STEEL CRANE GIRDERS and ancillary system are widely used in that crane the is arranged modern industry factory building of (crane in bridge type).
The conventional mounting method is: the members such as single Pin crane girder (being generally the I-shaped cross-section), brake truss or walkway board are prefabricated in the factory respectively, then each component conveying are arrived on-the-spot.After the steel column installation, single Pin crane girder of each axis is lifted respectively, directly winch to steel column bracket place, then through overcorrection, with after post is connected and fixed, begin again to lift the members such as each brake truss, walkway board, last in the high-altitude each brake truss, walkway board welded respectively or are joined with bolts with corresponding every Pin crane girder.
Angle steel is made, walkway board is generally sheet steel and angle steel forms because brake truss is generally, and member integrated rigidity is all less, and flexibility is large, and transportation easily produces local deformation, and comparatively difficulty of installation is hung at the scene.Not only installation procedure is many for the conventional mounting method, the time is long, the lifting work capacity is large, and aloft work efficient is low, welding quality control difficulty between the member, security risk are higher.
Summary of the invention
Purpose of the present invention will overcome the existing deficiency of prior art exactly, and a kind of installation method of overall combined type crane beam is provided.
For achieving the above object, the installation method of the overall combined type crane beam that the present invention is designed after the steel column installation, carries out integral hoisting after each component assembly of making become overall combined type crane beam; Described overall combined type crane beam comprises the braking element that crane girder that two Pin are arranged in parallel and crane girder top arrange, be provided with vertical support and/or lower flange horizontal support between the described two Pin crane girders, be provided with connecting panel on the end plate of described two Pin crane girders, the top flange of described two Pin crane girders is provided with suspension ring.
Described installation method specifically may further comprise the steps:
When a. lifting by crane, first overall combined type crane beam is hung ground 0.2～0.4m, then mobile overall combined type crane beam makes the center of its centrally aligned installation site;
B. slowly overall combined type crane beam is winched to steel column over top 0.2～0.4m;
C. the space of overall combined type crane beam end is penetrated the upper prop of steel column, and move down slowly overall combined type crane beam, until the bracket place of steel column;
D. adjust overall combined type crane beam and make its bracket line of centers of aiming at steel column, in place and slow off the hook;
E. loose hook, lifting is finished, until overall combined type crane beam proofread and correct errorless after, finish adjacently stride between the overall combined type crane beam, being connected and fixed of overall combined type crane beam and bracket, overall combined type crane beam and steel column upper prop.
Further, described braking element is brake truss or walkway board.
Further, the width L in space, described braking element end is 1/2 of steel column upper prop width.
Beneficial effect of the present invention is: the present invention has changed the orthodox method that single member hangs installation one by one, with each member all at produce in factory and be assembled into integral combined member, then be transported to the on-the-spot disposable erection work of hanging of finishing Crane Beam System, operation is simplified, the lifting work capacity reduces, improved installation effectiveness, by statistics, work efficiency is 5.2 times of conventional mounting method, has greatly shortened construction period.The present invention has reduced the work capacity of on-the-spot overhead welding lifting, and the artificial quantities at scene is shifted as by the millwork equalization, and on-the-spot aloft work is transferred to the factory floor operation, and quality and installation effectiveness are made in the industrialization that is conducive to improve Crane Beam System; The minimizing of amount of high-altitude operation is of value to again workman's personal safety, has improved the safety of producing, and has embodied the production theory of " people-oriented "; Overall combined type crane beam has also increased member integrated rigidity, can reduce the local deformation that member produces in transportation, avoid the component conveyings such as brake truss, walkway board scattered, yielding, hard problem is installed, improved construction quality.The installation method of overall combined type crane beam can be widely used in the general industry factory building colonnade, and each strides the installation of hanging of Crane Beam System, can be after steel column be installed, roofing element carries out the installation of hanging of overall combined type crane beam before installing, and satisfies the mounting condition of crane runway.
Description of drawings
Fig. 1 is the perspective view of overall combined type crane beam.
Fig. 2 be overall combined type crane beam the end construction schematic diagram.
Fig. 3 a is the installation process schematic diagram of the first step of overall combined type crane beam.
Fig. 3 b is the installation process schematic diagram of the second step of overall combined type crane beam.
Fig. 3 c is the installation process schematic diagram in the 3rd step of overall combined type crane beam.
Fig. 3 d is the installation process schematic diagram in the 4th step of overall combined type crane beam.
Fig. 3 e is the installation process schematic diagram in the 5th step of overall combined type crane beam.
The specific embodiment
The present invention is described in further detail below in conjunction with the drawings and specific embodiments.
Overall combined type crane beam 1 shown in Fig. 1,2 comprises the braking element 1.2 that crane girder 1.1 that two Pin are arranged in parallel and crane girder 1.1 tops arrange.Braking element 1.2 is brake truss.Be provided with the top flange that is provided with connecting panel 1.5, two Pin crane girders 1.1 on the end plate of vertical support 1.3 and lower flange horizontal support 1.4, two Pin crane girders 1.1 between the two Pin crane girders 1.1 and be provided with suspension ring 1.6.The width L in space, braking element 1.2 end is 1/2 of steel column 2 upper prop width, that is, the end of braking element 1.2 and the crane girder 1.1 in the same way distance L of end are 1/2 of steel column 2 width.
The installation method of overall combined type crane beam of the present invention specifically may further comprise the steps:
When a. lifting by crane, first overall combined type crane beam 1 is hung ground 0.3m, then mobile overall combined type crane beam 1 makes the center of its centrally aligned installation site, shown in Fig. 3 a;
B. slowly overall combined type crane beam is winched to steel column 2 over top 0.3m, shown in Fig. 3 b;
C. the space of overall combined type crane beam 1 end is penetrated the upper prop of steel column 2, and move down slowly overall combined type crane beam 1, until bracket 2.1 places of steel column 2, shown in Fig. 3 c;
D. adjust overall combined type crane beam 1 and make it aim at bracket 2.1 line of centerss of steel column 2, in place and slow off the hook is shown in Fig. 3 d;
E. loose hook, lifting is finished, until overall combined type crane beam 1 proofread and correct errorless after, finish adjacently stride between the overall combined type crane beam 1, overall combined type crane beam 1 is connected and fixed with steel column 2 upper props with bracket 2.1, overall combined type crane beam 1, shown in Fig. 3 e.
Embodiment
Certain engineering is positioned at a shipbuilding yard, be the body section manufacturing shop, factory building is arranged from West to East, indoor section 1 axle～20 axle beam column of steel structure and roofing (post is apart from 12m) hang installation and finish in advance, the track of 75 tons of cranes of factory building and corresponding beam column form the open-air segmentation transhipment place that 21m strides from 20 axles 21m to 21 axis that extends eastward.21m between 20 axles and 21 axles strides overall combined type crane beam and adopts installation method of the present invention to install.
Two single Pin crane girders and the ancillary system of middle mast axis are assembled into overall combined type crane beam in factory, are specifically formed by two Pin crane girders 1.1, braking element 1.2, lower flange horizontal support 1.4, connecting panel 1.5 and bolt, as depicted in figs. 1 and 2.Two Pin crane girders 1.1 be arranged in parallel, braking element 1.2 is by being fixedly welded on the top of two Pin crane girders 1.1, lower flange horizontal support 1.4 is by being fixedly welded on the bottom of two Pin crane girders 1.1, and adjacent overall combined type crane beam then links together by connecting panel 1.5 and bolt when installing fixedly.
21m strides overall combined type crane beam and has five groups, and wherein maximum weight is 32T, and the crane girder span is 21m, and two ends are supported on respectively on the bracket 2.1 of 20,21 axis lattice type steel columns 2, and the below is factory road.
After overall combined type crane beam was transported to the erecting stage, the braking element 1.2 of the overall combined type crane beam of middle colonnade was divided into walkway board and two kinds of situations of brake truss, can be positioned over respectively the tram according to the designing requirement of each combined member; Analyze as calculated, adopt 150 tons of automobile cranes to lift.Before the overall combined type crane beam lifting, finished the installation of hanging of 21 axis steel columns 2, comprise the work such as steel column 2 corrections, the welding of suspension column stiffener; Whether two Pin crane girders, 1.1 spacings of again checking overall combined type crane beam meet design requirement, and whether its error can satisfy code requirement; Simultaneously, carry out suspension ring 1.6 according to design paper and make, be welded in the appropriate location of crane girder 1.1 top flanges; At last, carry out marching into the arena and lifting dead work (comprising that steel rope, jig are connected with suspension ring) of 150 tons of automobile cranes.
After the work in every preparation is errorless, begin lifting.By playing the heavy industry unified command and giving signal: first overall combined type crane beam 1 is hung ground 0.3m during lifting, mobile overall combined type crane beam 1 then makes the center of its centrally aligned installation site; Slowly rise hook, overall combined type crane beam 1 winched to 21 axis steel columns, 2 over top 0.3m, in this process with overall combined type crane beam 1 integral body a little near 21 axis directions; Utilize the space, end of the braking element 1.2 of overall combined type crane beam 1, make crane girder one end pass the upper prop of 21 axle steel columns 2, then move down slowly until bracket 2.1 places of steel column 2; Adjust overall combined type crane beam 1 with hoisting crane and make it aim at steel column 2 connecting panels and bracket 2.1 track centerline of first mark of handling affairs, and stride the crane girder line of centers with the indoor 12m of factory building and align, during the slow off the hook of rear beginning in place; Hoisting crane pine hook, lifting is finished, and after overall combined type crane beam 1 correction is errorless, finishes finally being connected and fixed of overall combined type crane beam 1.
Can find out by this case history, each strides the installation of hanging of Crane Beam System to have adopted installation method of the present invention can finish smoothly in the mounting industrial factory building colonnade, improved on-the-spot installation effectiveness, work efficiency is 5.2 times of conventional mounting method, reduce aloft work, guarantee construction safety, improved construction quality.Practice test feasibility, safety and the economy of overall combined type crane beam installation method, applicability is strong, implementation result is good.
Claims (3)
1. the installation method of an overall combined type crane beam is characterized in that: after steel column (2) installation, become the rear following a ~ e step that adopts of overall combined type crane beam (1) to carry out integral hoisting each component assembly of making; Described overall combined type crane beam (1) comprises the braking element (1.2) that crane girder (1.1) that two Pin are arranged in parallel and crane girder (1.1) top arrange, be provided with vertical support (1.3) and/or lower flange horizontal support (1.4) between the described two Pin crane girders (1.1), be provided with connecting panel (1.5) on the end plate of described two Pin crane girders (1.1), the top flange of described two Pin crane girders (1.1) is provided with suspension ring (1.6);
When a. lifting by crane, first overall combined type crane beam (1) is hung ground 0.2 ~ 0.4m, then mobile overall combined type crane beam (1) makes the center of its centrally aligned installation site;
B. slowly overall combined type crane beam is winched to steel column (2) over top 0.2 ~ 0.4m;
C. the space is left in braking element (1.2) end of overall combined type crane beam (1), and the space of end is penetrated the upper prop of steel column (2), and move down slowly overall combined type crane beam (1), until the bracket (2.1) of steel column (2) is located;
D. adjust overall combined type crane beam (1) and make its bracket (2.1) line of centers of aiming at steel column (2), in place and slow off the hook;
E. loose hook, lifting is finished, until overall combined type crane beam (1) proofread and correct errorless after, finish adjacently stride between the overall combined type crane beam (1), overall combined type crane beam (1) is connected and fixed with steel column (2) upper prop with bracket (2.1), overall combined type crane beam (1).
2. the installation method of overall combined type crane beam according to claim 1, it is characterized in that: described braking element (1.2) is brake truss or walkway board.
3. the installation method of overall combined type crane beam according to claim 1, it is characterized in that: the width L in described braking element (1.2) space, end is 1/2 of steel column (2) upper prop width.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201110205102 CN102259794B (en) | 2011-07-21 | 2011-07-21 | Method for installing overall combined type crane beam |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201110205102 CN102259794B (en) | 2011-07-21 | 2011-07-21 | Method for installing overall combined type crane beam |
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| CN102259794A CN102259794A (en) | 2011-11-30 |
| CN102259794B true CN102259794B (en) | 2013-03-27 |
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| CN 201110205102 Expired - Fee Related CN102259794B (en) | 2011-07-21 | 2011-07-21 | Method for installing overall combined type crane beam |
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| Publication number | Priority date | Publication date | Assignee | Title |
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| CN102759350B (en) * | 2012-07-23 | 2014-09-10 | 武汉一冶钢结构有限责任公司 | High-altitude measuring method for construction of crane beams |
| CN106439209B (en) * | 2016-08-31 | 2019-01-15 | 中国能源建设集团天津电力建设有限公司 | A kind of high pressure joint air valve mount scheme |
| CN107140533B (en) * | 2017-05-25 | 2018-04-03 | 河南成兴建设工程有限公司 | A kind of hanging method of concrete T type crane girder |
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| Publication number | Priority date | Publication date | Assignee | Title |
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| CN100569625C (en) * | 2006-01-26 | 2009-12-16 | 贵阳铝镁设计研究院 | The localization method of single-layer multiple-span bent column crane beam |
| CN100572256C (en) * | 2008-08-23 | 2009-12-23 | 中冶天工建设有限公司 | The installation method of giant crane beam |
| CN101759098B (en) * | 2008-11-28 | 2011-11-09 | 五冶集团上海有限公司 | Crane beam frame construction method |
| CN102086000B (en) * | 2009-12-08 | 2012-11-07 | 五冶集团上海有限公司 | Onsite splicing and mounting method for extra-large and overweight box crane girders |
| CN201660368U (en) * | 2010-03-31 | 2010-12-01 | 长沙有色冶金设计研究院 | Suspension device for underground monorail crane girder |
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