CN102912991A - Track hosting device and track hoisting method of large curtain wall unit plate - Google Patents
Track hosting device and track hoisting method of large curtain wall unit plate Download PDFInfo
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- CN102912991A CN102912991A CN2012104311528A CN201210431152A CN102912991A CN 102912991 A CN102912991 A CN 102912991A CN 2012104311528 A CN2012104311528 A CN 2012104311528A CN 201210431152 A CN201210431152 A CN 201210431152A CN 102912991 A CN102912991 A CN 102912991A
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Abstract
The invention relates to a track hosting device of a large curtain wall unit plate. The track hosting device comprises embedded parts, bearing steel beams, diagonal wire ropes, track steel beams, hoisting machine tools and connecting pieces, wherein the multiple embedded parts are respectively embedded on the edges of floor slabs of track mounting layers and bottoms of upper-layer beam plates at the corresponding position; one ends of the bearing steel beams and the embedded parts at the edges of the floor slabs are fixed, and the other ends of the bearing steel beams are connected with beams of the upper-layer structures or the embedded parts at the bottoms of the slabs through the diagonal wire ropes, the track steel beams and the bearing steel beams are arranged in a vertical direction, and are connected with bottom flanges of cantilever steel beams through bolts, and the track steel beams are connected through connecting plates and the bolts. After the track is installed, the hoisting machine tools are arranged on the track steel beams, and hoisting requirements of different floors can be satisfied through hook lifting. The track hosting device has the characteristics of reasonable design, simple installation, strong hoisting capacity, flexible and adjustable hoisting position, safe construction, low construction cost, material reclamation and the like, and effectively solves the hoisting difficulty of a heavy unit plate of an ultra-high-layer curtain.
Description
Technical field
The invention belongs to the curtain wall engineering installing area, particularly large-scale unit plates of curtain wall track crane assembling device and method.
Background technology
In recent years, along with the development of urban construction and the progress of Building technology, super highrise building has become one of main direction of building structure development.The investor is more and more higher to class and the outer facade esthetic requirement of building, add the guiding of 12 Program Policies, various green buildings are shown one's talent, polyhedron unit's plate curtain wall because have stereoscopic visual effect strong, cooperate low-emission coated laminated glass to increase Indoor Natural daylighting, reduce the advantages such as reflection and dazzle and used in a large number by novel building.But the unit plate curtain wall is because volume is large, complex structure, brought difficulty to construction in the weight high situation that nervous, large-scale vertical machine resource distribution of duration is few at the scene, conventional elements plate curtain wall is installed the general vertical transport that adopts cantilever mounted to lift up into capable cell cube plate, this job practices is had relatively high expectations to hanging device, operating difficulties in floor is removed if adopt outrigger to cooperate tower crane that the higher outrigger that affects simultaneously of danger is installed then, is unfavorable for reducing cost.
Summary of the invention
Problem and shortcoming that the present invention exists in order to overcome above-mentioned prior art provide a kind of large-scale unit plates of curtain wall track crane assembling device and method, save construction costs when making heavy curtain wall construction faster, easy, safe.
The technical solution adopted in the present invention is:
Large-scale unit plates of curtain wall track crane assembling device, comprise some built-in fittings, load-bearing girder steel, oblique pull wire rope, track girder steel, hoisting machine tool, connector I, connector II, attachment rail hanging apparatus around large-scale curtain wall agent structure, it is characterized in that: some built-in fittings are embedded in respectively the floor edge of track mounting layer, and other built-in fittings are embedded at the bottom of the plate of upper strata beam of track mounting layer correspondence position; All weld a connection piece II on the built-in fitting at the bottom of the beam slab of upper strata, two stiffeners parallel with web of place, anchored end edge of a wing welding of each load-bearing girder steel, stiffener is fixed on the built-in fitting of mounting layer floor face, the end carriage top solder one of encorbelmenting of each load-bearing girder steel is for the connector I that is connected with the oblique pull wire rope, two ends of every oblique pull wire rope respectively with corresponding connector I, the connector II links to each other, the termination of every section track girder steel is separately fixed on the end of encorbelmenting of a load-bearing girder steel, track girder steel and load-bearing girder steel are arranged in vertical direction, adopt web both sides, end junction plate to cooperate four stainless steel bolts to connect between each section track girder steel, hoisting machine tool is installed on the track girder steel.
Large-scale unit plates of curtain wall track hanging method is characterized in that carrying out according to the following steps: (1) is embedded in the floor edge of track mounting layer with some built-in fittings, and other built-in fittings are embedded at the bottom of the plate of upper strata beam of track mounting layer correspondence position; All connector II 8 are weldingly fixed on respectively on all built-in fittings 2 at the bottom of the beam of upper strata;
(2), at two stiffeners parallel with web 5 of place, the anchored end edge of a wing of each load-bearing girder steel 3 welding, the end carriage top of encorbelmenting of each load-bearing girder steel 3 all welds one for the connector I 7 that is connected with oblique pull wire rope 6;
(3), the top of every oblique pull wire rope 6 and upper strata beam firm position link to each other, the bottom is connected with connector I 7, prevents that load-bearing girder steel 3 from dropping; By mounted oblique pull wire rope 6 load-bearing girder steel 3 is sling, the Kong Weiyu at stiffener 5 places of load-bearing girder steel 3 anchored end is welded on connection plate hole position alignment on the built-in fitting 1 at mounting layer floor edge and fastening, regulate the dop of oblique pull wire rope 6, wire rope is tightened, tension load-bearing girder steel 3 end of encorbelmenting;
(4), after each load-bearing girder steel 3 anchored end fixedly finishes, remove oblique pull wire rope 6 tops and beam firm position is connected, in track installation floor with oblique pull wire rope 6 by blocking on the connector II 8 at the bottom of evil idea is connected in the upper strata beam;
(5), behind the load-bearing girder steel 3 that installs the floor outside, lifting track girder steel 4, every section track girder steel 4 terminations link to each other with a load-bearing girder steel 3 bottom flanges, adopt web two side connecting plates 9 in end to cooperate four stainless steel bolts connections between each track girder steel 4;
(6), after large-scale curtain wall agent structure installs all guide rail girder steels 4 on every side, in the corner positions of track loop wheel machine operation retainer is installed, check between each section guide rail girder steel 4 install whether correct, confirm errorless after, hoisting machine tool is installed on the track girder steel 4.
The present invention is according to load-bearing girder steel and the track girder steel of engineering characteristic and lifting requirements customization dimension, one end of load-bearing girder steel and floor edge built-in fitting are fixed, the other end building edge of encorbelmenting, and be connected by built-in fitting at the bottom of the plate of oblique pull wire rope and upper strata beam, track girder steel and load-bearing girder steel are arranged in vertical direction, be connected with the cantilever steel girder bottom flange by bolt, adopt junction plate to cooperate bolt to connect between the track girder steel.After the track installation hoisting machine tool is installed on the track girder steel, satisfies the lifting demand of different floors by hook lifting, satisfy the lifting demand of different parts by hoisting machine tool walking in orbit.
The present invention compares with adopting the cantilever mounted lifting, is installed in the agent structure outside, does not take space in the floor, do not affect other procedures, and constructing operation is simple, and the lifting scope is large, and Lifting Capacity is strong; Cooperate tower crane to install with outrigger and compare, do not take the tower crane vertical transport time, outrigger can be removed ahead of time, reduces cost.In a word, that the present invention has is reasonable in design, simple installation, Lifting Capacity are strong, the flexible characteristics such as adjustable, construction safety, cheap, material recoverable of Hoisting Position, can efficiently satisfy the lifting requirements of the heavy unit plate of Super High curtain wall, have significant economic benefit.
Description of drawings
Fig. 1 is the elevational schematic view of apparatus of the present invention.
Fig. 2 is rail steel beam connecting node schematic diagram of the present invention.
Fig. 3 is the floor map that installs all track girder steels of the present invention.
Fig. 4 is scheme of installation of the present invention.
The specific embodiment
The present invention will be described in detail below in conjunction with accompanying drawing:
Such as Fig. 1, Fig. 2, Fig. 3, shown in Figure 4, large-scale unit plates of curtain wall track crane assembling device of the present invention, comprise some built-in fittings (1,2), load-bearing girder steel 3, oblique pull wire rope 6, track girder steel 4, hoisting machine tool, connector I 7, connector II 8, attachment rail hanging apparatus around large-scale curtain wall agent structure, some built-in fittings 1 are embedded in respectively the floor edge of track mounting layer, and other built-in fittings 2 are embedded at the bottom of the plate of upper strata beam of track mounting layer correspondence position; All weld a connection piece II 8 on the built-in fitting 2 at the bottom of the beam slab of upper strata, two stiffeners parallel with web 5 of place, anchored end edge of a wing welding of each load-bearing girder steel 3, stiffener 5 is fixed on the built-in fitting 1 of mounting layer floor face, the end carriage top solder one of encorbelmenting of each load-bearing girder steel 3 is for the connector I 7 that is connected with oblique pull wire rope 6, two ends of every oblique pull wire rope 6 respectively with corresponding connector I 7, connector II 8 links to each other, the termination of every section track girder steel 4 is separately fixed on the end of encorbelmenting of a load-bearing girder steel 3, track girder steel and load-bearing girder steel are arranged in vertical direction, adopt web 9 both sides junction plates in end to cooperate four stainless steel bolts to connect between each section track girder steel 4, hoisting machine tool is installed on the track girder steel 4.
Large-scale unit plates of curtain wall track hanging method, it is characterized in that carrying out according to the following steps: as shown in Figure 1, (1) some built-in fittings is embedded in the floor edge of track mounting layer, other built-in fittings are embedded at the bottom of the plate of upper strata beam of track mounting layer correspondence position, remove embedded part surface concrete before installing, make embedded part expose metal covering, all connector II 8 are weldingly fixed on respectively on all built-in fittings 2 at the bottom of the beam of upper strata, and guarantee that connector II 8 can bear enough pulling force;
(2), at two stiffeners parallel with web 5 of place, the anchored end edge of a wing of each load-bearing girder steel 3 welding, the end carriage top of encorbelmenting of each load-bearing girder steel 3 all welds one for the connector I 7 that is connected with oblique pull wire rope 6;
(3), the top of every oblique pull wire rope 6 and upper strata beam firm position link to each other, the bottom is connected with connector I 7, prevents that load-bearing girder steel 3 from dropping; By mounted oblique pull wire rope 6 load-bearing girder steel 3 is sling, the Kong Weiyu at stiffener 5 places of load-bearing girder steel 3 anchored end is welded on connection plate hole position alignment on the built-in fitting 1 at mounting layer floor edge and fastening, regulate the dop of oblique pull wire rope 6, wire rope is tightened, tension load-bearing girder steel 3 end of encorbelmenting;
(4), after each load-bearing girder steel 3 anchored end fixedly finishes, remove oblique pull wire rope 6 tops and beam firm position is connected, in track installation floor with oblique pull wire rope 6 by blocking on the connector II 8 at the bottom of evil idea is connected in the upper strata beam;
(5), as shown in Figure 2, behind the load-bearing girder steel 3 that installs the floor outside, lifting track girder steel 4, every section track girder steel 4 terminations link to each other with a load-bearing girder steel 3 bottom flanges, adopt web two side connecting plates 9 in end to cooperate four stainless steel bolts to connect between each track girder steel 4, the junction plate size customizes according to track girder steel model;
(6), as shown in Figure 3, after around large-scale curtain wall agent structure, installing all guide rail girder steels 4, in the corner positions of track loop wheel machine operation retainer is installed, is checked whether installation is correct between each section guide rail girder steel 4, confirm errorless after, hoisting machine tool is installed on the track girder steel 4.
Claims (2)
1. large-scale unit plates of curtain wall track crane assembling device, comprise some built-in fittings, load-bearing girder steel, oblique pull wire rope, track girder steel, hoisting machine tool, connector I, connector II, attachment rail hanging apparatus around large-scale curtain wall agent structure, it is characterized in that: some built-in fittings are embedded in respectively the floor edge of track mounting layer, and other built-in fittings are embedded at the bottom of the plate of upper strata beam of track mounting layer correspondence position; All weld a connection piece II on the built-in fitting at the bottom of the beam slab of upper strata, two stiffeners parallel with web of place, anchored end edge of a wing welding of each load-bearing girder steel, stiffener is fixed on the built-in fitting of mounting layer floor face, the end carriage top solder one of encorbelmenting of each load-bearing girder steel is for the connector I that is connected with the oblique pull wire rope, two ends of every oblique pull wire rope respectively with corresponding connector I, the connector II links to each other, the termination of every section track girder steel is separately fixed on the end of encorbelmenting of a load-bearing girder steel, track girder steel and load-bearing girder steel are arranged in vertical direction, adopt web both sides, end junction plate to cooperate four stainless steel bolts to connect between each section track girder steel, hoisting machine tool is installed on the track girder steel.
2. large-scale unit plates of curtain wall track hanging method is characterized in that carrying out according to the following steps: (1) is embedded in the floor edge of track mounting layer with some built-in fittings, and other built-in fittings are embedded at the bottom of the plate of upper strata beam of track mounting layer correspondence position; All connector II are weldingly fixed on respectively on all built-in fittings at the bottom of the beam of upper strata;
(2), at two stiffeners parallel with web of place, the anchored end edge of a wing of each load-bearing girder steel welding, the end carriage top of encorbelmenting of each load-bearing girder steel all welds one for the connector I that is connected with the oblique pull wire rope;
(3), the top of every oblique pull wire rope and upper strata beam firm position link to each other, the bottom is connected with the connector I, prevents that the load-bearing girder steel from dropping; By mounted oblique pull wire rope the load-bearing girder steel is sling, the Kong Weiyu at the stiffener place of load-bearing girder steel anchored end is welded on connection plate hole position alignment on the built-in fitting at mounting layer floor edge and fastening, regulate the dop of oblique pull wire rope, wire rope is tightened, the tension load-bearing girder steel end of encorbelmenting;
(4), after each load-bearing girder steel anchored end fixedly finishes, remove oblique pull wire rope top and beam firm position is connected, in track installation floor with the oblique pull wire rope by blocking on the connector II at the bottom of evil idea is connected in the upper strata beam;
(5), behind the load-bearing girder steel that installs the floor outside, lifting track girder steel, every section rail steel beam-ends head links to each other with a load-bearing girder steel bottom flange, adopts web both sides, end junction plate to cooperate four stainless steel bolts connections between each track girder steel;
(6), install all guide rail girder steels around the large-scale curtain wall agent structure after, in the corner positions of track loop wheel machine operation retainer is installed, check install between each section guide rail girder steel whether correct, confirm errorless after, hoisting machine tool is installed on the track girder steel.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2012104311528A CN102912991A (en) | 2012-10-31 | 2012-10-31 | Track hosting device and track hoisting method of large curtain wall unit plate |
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| Application Number | Priority Date | Filing Date | Title |
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| CN2012104311528A CN102912991A (en) | 2012-10-31 | 2012-10-31 | Track hosting device and track hoisting method of large curtain wall unit plate |
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Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104358336A (en) * | 2014-11-10 | 2015-02-18 | 福建省九龙建设集团有限公司 | Unit type curtain wall installation system and installation method thereof |
| CN108915272A (en) * | 2018-06-21 | 2018-11-30 | 浙江舜江建设集团有限公司 | A kind of inclined-plane cell cube hanging method |
| CN109555322A (en) * | 2018-12-28 | 2019-04-02 | 苏州金螳螂幕墙有限公司 | A kind of rail mounted vertical transporting mechanism of unit plate |
| CN111133674A (en) * | 2017-08-28 | 2020-05-08 | 迈克尔·J·金 | Longitudinal installation method and system equipment of solar panel |
| CN111519914A (en) * | 2020-05-21 | 2020-08-11 | 中建八局华南建设有限公司 | Curtain wall installation guide rail device fixed on roof truss beam and construction method |
| CN114380216A (en) * | 2021-12-15 | 2022-04-22 | 北京顺鑫天宇建设工程有限公司 | Double-rail transportation system for outdoor vertical lifting of building |
| CN114412198A (en) * | 2021-11-24 | 2022-04-29 | 上海建工集团股份有限公司 | Installation method of suspension type transportation device |
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| CN1500954A (en) * | 2002-11-19 | 2004-06-02 | 武汉凌云建筑装饰工程有限公司 | Block curtain wall hanging and carrying and installing system |
| CN101177959A (en) * | 2007-11-29 | 2008-05-14 | 北京城建集团有限责任公司 | Curtain wall unit hanging equipment and construction method thereof |
| CN101239693A (en) * | 2008-02-18 | 2008-08-13 | 广州市建筑集团有限公司 | Overhead monorail for unit type glass curtain wall mounting construction and its mounting method |
| CN202379601U (en) * | 2011-11-29 | 2012-08-15 | 中建一局集团第五建筑有限公司 | Dual annular rail hoisting device for curtain wall |
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2012
- 2012-10-31 CN CN2012104311528A patent/CN102912991A/en active Pending
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
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| CN1500954A (en) * | 2002-11-19 | 2004-06-02 | 武汉凌云建筑装饰工程有限公司 | Block curtain wall hanging and carrying and installing system |
| CN101177959A (en) * | 2007-11-29 | 2008-05-14 | 北京城建集团有限责任公司 | Curtain wall unit hanging equipment and construction method thereof |
| CN101239693A (en) * | 2008-02-18 | 2008-08-13 | 广州市建筑集团有限公司 | Overhead monorail for unit type glass curtain wall mounting construction and its mounting method |
| CN202379601U (en) * | 2011-11-29 | 2012-08-15 | 中建一局集团第五建筑有限公司 | Dual annular rail hoisting device for curtain wall |
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104358336A (en) * | 2014-11-10 | 2015-02-18 | 福建省九龙建设集团有限公司 | Unit type curtain wall installation system and installation method thereof |
| CN111133674A (en) * | 2017-08-28 | 2020-05-08 | 迈克尔·J·金 | Longitudinal installation method and system equipment of solar panel |
| CN108915272A (en) * | 2018-06-21 | 2018-11-30 | 浙江舜江建设集团有限公司 | A kind of inclined-plane cell cube hanging method |
| CN109555322A (en) * | 2018-12-28 | 2019-04-02 | 苏州金螳螂幕墙有限公司 | A kind of rail mounted vertical transporting mechanism of unit plate |
| CN111519914A (en) * | 2020-05-21 | 2020-08-11 | 中建八局华南建设有限公司 | Curtain wall installation guide rail device fixed on roof truss beam and construction method |
| CN114412198A (en) * | 2021-11-24 | 2022-04-29 | 上海建工集团股份有限公司 | Installation method of suspension type transportation device |
| CN114380216A (en) * | 2021-12-15 | 2022-04-22 | 北京顺鑫天宇建设工程有限公司 | Double-rail transportation system for outdoor vertical lifting of building |
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Application publication date: 20130206 |