CN205153368U - Bow -shaped hoist and mount bed -jig of overlength die mould metal roofing board - Google Patents

Abstract

The utility model provides a bow -shaped hoist and mount bed -jig of overlength die mould metal roofing board, including five support bodys, five support bodys pass through the welding mutually by a plurality of steel pipes and form, and the steel pipe position between the support body of being separated by is corresponding the flange joint end plate is installed to the opening part of steel pipe, and the connection between the corresponding flange joint end plate in position is accomplished by high strength bolt, being provided with higher level's lug board on the steel pipe of top, setting up subordinate's lug board on the steel pipe of hoist and mount bed -jig bottom, higher level's goat's horn slide hook is all connected to higher level's lug board, and the goat's horn slide hook of subordinate is all connected to subordinate's lug board. Above structure evenly sets up hoist and mount point, and dispersion roof boarding hoist and mount load effectually leads to not enough die mould metal roofing board severe deformation who arouses of off -plate rigidity or the problem of crusing by pressure because of the length overlength when having solved unable hoist and mount of overlength size die mould metal roofing board or hoist and mount, fine solution the overlength metal roofing board cause bending deformation, marginal extrusion deformation and warpage scheduling problem in perpendicular transportation.

Description

The arc lifting moulding bed of overlength profiling metal roofing board style of calligraphy

Technical field

The utility model relates to large-span space structure building field, in particular to the arc lifting moulding bed of a kind of overlength die mould metal decking.

Background technology

Along with the raising of the development of DESIGN TREND OF MODERN INDUSTRIAL ARCHITECTURE and the extensive use of steel work and construction technology thereof, in the design of building surface in big industrial factory building, public long-span roofing building, in order to alleviate roofing deadweight, often adopt the sheet metals such as color steel, aluminium alloys, Al-Mg-Mn alloy and titanium zinc alloy as roof board material; Wherein in order to effectively reduce the overlap joint of roof board material, increase the globality of roofing, thus better ensure overall Wind-Pressure Resistance ability and the waterproof ability of roofing, metal roofing board generally adopts elongated compacting and elongated installation, needs to adopt certain methods to complete the vertical transport of colored steel in installation process.For the roof panel (<2 0m) of general length, conventional construction method uses the dispensing of plant produced, forwarding motor, scene large-scale hoisting machinery cooperation combined sling by the mode of its hoisted in position; And the veneer more than 20 meter, owing to being subject to the restriction of transportation lengths, the general mode adopting on-the-spot compacting and lifting, scene is transported to by production equipment, compressing at the scene, then utilize hoist engine, draw and establish hawser to complete the vertical transport of metal roofing board or to set up the steel pipe scaffold platform suitable with building eaves height, put by roof panel press device and suppress to the enterprising line space of steel pipe scaffold platform, the direct horizontal transport of compressing metal roofing board is to roofing.Following shortcoming is there is in tradition overlength metal roofing board at vertical transporting method:

1, when utilizing hoist engine or draw the mode of establishing hawser to complete vertical transport, which can reduce shipping dispensing link and freight, lift roof panel crimp or diastrophic impact in Discharging Process, but use and largely limit by building surrounding enviroment and place, requiring the rotating speed of each hoist engine simultaneously or pull man winding speed must be identical, otherwise easily by metal roofing board bending, crimp or fracture, construction synchronism requires high, artificial or mechanical measure takes larger, and in the process that pulls on a steel cord of metal roofing board, easily cause metal Roof plate surface coating, corrosion-inhibiting coating scratch, come off, anti-corrosion function is caused to lose efficacy, greatly reduce roof panel application life, affect structural safety.

When 2, setting up steel pipe scaffold platform, the mode of roof panel aerial compacting on platform.Which decreases metal roofing board vertical transport link, metal roofing board is after trigger squeeze compacting, compressing metal roofing board is directly transported to roof, but steel pipe scaffold platform largely limits by building surrounding enviroment and place, set up steel pipe scaffold platform measure expense, labour cost is high, time is long, and steel pipe scaffold platform takies periphery construction space simultaneously; After steel pipe scaffold putting up platform, need another crane to winch on scaffolding platform by plate pressing equipment entirety, need adjustment plate pressing equipment stationarity and discharging angle, operation is many simultaneously.

Utility model content

The utility model provides a kind of overlength profiling metal roofing board style of calligraphy arc lifting moulding bed, effectively can solve in prior art in vertical transport process, cause the problems such as flexural deformation, edge crimp and warpage.

For solving the problems of the technologies described above, the technical scheme that the utility model adopts is: the arc lifting moulding bed of overlength profiling metal roofing board style of calligraphy, comprise five support bodys, from left to right respectively be support body one, support body two, support body three, support body four and support body five, five support bodys form by some steel pipe related subgroup, steel pipe position between the support body of being separated by is corresponding, be provided with Flange joint end plate at the opening part of steel pipe, the connection between the Flange joint end plate that position is corresponding is completed by high-strength bolt;

The top steel pipe of support body two, described support body three and support body four in the vertical direction is provided with several higher level's shackle plates, the bottom steel pipe of lifting moulding bed in the vertical direction arranges several subordinate's shackle plates, all higher level's shackle plates all connect higher level's goat's horn Slip Hook, and all subordinate's shackle plates all connect subordinate's goat's horn Slip Hook.

Further, support body one and support body five are symmetrical, and support body two and support body four are symmetrical.

Further, the horizontal length of support body one is 8000mm, and the horizontal length of support body two is 7000mm, and the horizontal length of support body three is 2000mm, and the horizontal length of support body four is 7000mm, and the horizontal length of support body five is 8000mm.

Further, Flange joint end plate arranges first bolt hole identical with the number of high-strength bolt.

Further, between the Flange joint end plate that position is corresponding, add one-level stiffener, one-level stiffener has the screw identical with the number of high-strength bolt.

Further, the number of steel pipe is greater than 2.

Further, the number of higher level's shackle plate is greater than 2, and the distance between two higher level's shackle plates of being separated by is 4900mm, and the number of subordinate's shackle plate is greater than 2, and the distance between two subordinate's shackle plates of being separated by is 2500mm.

Further, higher level's shackle plate and subordinate's shackle plate are added with secondary stiffener.

The beneficial effects of the utility model: utilize arc lifting moulding bed, evenly lifting point is set, dispersion roof panel lifting load, ensure that roof panel Out-of Plane Stiffness is in deformation range, effectively solve when overlength size profiling metal roofing board style of calligraphy cannot lift or lift because length is long, cause the profiling metal roofing board style of calligraphy gross distortion that Out-of Plane Stiffness deficiency causes or the problem of damaging by pressure, well solve overlength metal roofing board and cause flexural deformation in vertical transport process, the problems such as edge crimp and warpage, and the rigidity of structure of this lifting tire dress is large, globality is strong, processing and fabricating is simple, on-site consolidation is simple and easy, convenient, lifting place is unrestricted, lifting efficiency is high, list can be widely used in, multilayer Industrial Steel structure, overlength profiling metal roofing board style of calligraphy lifting in large-span space structure building.

Accompanying drawing explanation

In order to be illustrated more clearly in the utility model embodiment or technical scheme of the prior art, be briefly described to the accompanying drawing used required in embodiment or description of the prior art below, apparently, accompanying drawing in the following describes is only embodiments more of the present utility model, for those of ordinary skill in the art, under the prerequisite not paying creative work, other accompanying drawing can also be obtained according to these accompanying drawings.

Fig. 1 is structure chart of the present utility model;

Fig. 2 is connection Local map of the present utility model;

Fig. 3 is higher level's shackle plate Local map of the present utility model;

Fig. 4 is subordinate of the present utility model shackle plate.

In accompanying drawing, 1 is support body one, and 2 is support body two, and 3 is support body three, and 4 is support body four, and 5 is support body five, and 6 is Flange joint end plate, and 7 is high-strength bolt, and 8 is higher level's shackle plate, and 9 is subordinate's shackle plate, and 10 is secondary stiffener, and 11 is subordinate's goat's horn Slip Hook, and 12 is steel pipe.

Detailed description of the invention

Below in conjunction with the accompanying drawing in the utility model, be clearly and completely described the technical scheme in the utility model, obviously, described is only the utility model part embodiment, instead of whole embodiments.Based on the embodiment in the utility model, the every other embodiment that those of ordinary skill in the art obtain under the prerequisite of not making creative work, all belongs to the scope of the utility model protection.

Below enforcement of the present utility model is described in detail by reference to the accompanying drawings, as shown in Figure 1, the arc lifting moulding bed of overlength profiling metal roofing board style of calligraphy, comprise five support bodys, from left to right respectively be support body 1, support body 22, support body 33, support body 44 and support body 55, wherein support body 1 and support body 55 are symmetrical, support body 22 and support body 44 are symmetrical, the horizontal length of support body 1 is 8000mm, the horizontal length of support body 22 is 7000mm, the horizontal length of support body 33 is 2000mm, the horizontal length of support body 44 is 7000mm, the horizontal length of support body 55 is 8000mm, five support bodys form by some steel pipe 12 related subgroup, the number of steel pipe 12 can determine according to on-site actual situations, steel pipe 12 number as support body 1 is 2, steel pipe 12 number of support body 22 is 10, steel pipe 12 number of support body 33 is 10, steel pipe 12 number of support body 42 is 10, steel pipe 12 number of support body 55 is 2, steel pipe 12 position between the support body of being separated by is corresponding, as shown in Figure 2, at the opening part of steel pipe 12, Flange joint end plate 6 is installed, Flange joint end plate 6 arranges different bolt hole (not shown) according to different tube diameters, connection between the Flange joint end plate 6 that position is corresponding is completed by high-strength bolt 7, wherein between the Flange joint end plate 6 that position is corresponding, add one-level stiffener (not shown), the object of adding one-level stiffener is to strengthen connected node coupling stiffness, one-level stiffener have the screw identical with the number of high-strength bolt 7,

As shown in Figure 3, support body 22, the top steel pipe 12 of support body 33 and support body 44 in the vertical direction is provided with several higher level's shackle plates 8, the bottom steel pipe 12 of lifting moulding bed in the vertical direction arranges several subordinate's shackle plates 9, as shown in Figure 4, higher level's shackle plate 8 with subordinate's shackle plate 9 are added with secondary stiffener 10, the object of adding secondary stiffener 10 is to strengthen connected node coupling stiffness, the number of higher level's shackle plate 8 determines according to on-site actual situations, number can be 5, distance between two higher level's shackle plates 8 of being separated by is 4900mm, the number of subordinate's shackle plate 9 determines according to on-site actual situations, number can be 17, distance between two subordinate's shackle plates 9 of being separated by is 2500mm, all higher level's shackle plates 8 all connect higher level's goat's horn Slip Hook (not shown), and all subordinate's shackle plates 9 all connect subordinate's goat's horn Slip Hook 11.

The utility model is when operating, by support body 1 and support body 22, support body 22 and support body 33, support body 33 and support body 44, after support body 44 and support body 55 are spliced into entirety respectively by Flange joint end plate 6 and high-strength bolt 7 according to priority, wherein in advance support body can be dyed different colours or arc lifting moulding bed is assembled into entirety by different numbering, on preparation lifting metal roofing board, in advance bundled lifting every 2500mm with lifting strap simultaneously, when binding, rubber fender can be added between preparation lifting metal decking and lifting strap, avoid friction damage, during lifting, first connect higher level's goat's horn Slip Hook respectively and crane hook is promoted to the height from metal roofing board about 500mm arc lifting moulding bed by lifting steel cable, then clasp bundle in advance on lifting strap is connected with subordinate goat's horn Slip Hook 11, slowly at the uniform velocity lifting metal roofing board to roofing installation site.

Known by describing above, the arc lifting jig structure of a kind of overlength profiling metal roofing board style of calligraphy provided by the invention, the rigidity of structure is large, globality is strong, processing and fabricating is simple, and on-site consolidation is simple and easy, convenient, and lifting place is unrestricted, lifting efficiency is high, can be widely used in the overlength profiling metal roofing board style of calligraphy lifting in list, multilayer Industrial Steel structure, large-span space structure building.

The above, content of the present utility model is not limited to cited by embodiment, and those of ordinary skill in the art take the conversion of any equivalence to the utility model scheme by reading the utility model manual, be claim of the present utility model and contain.

Claims (8)

1. the arc lifting moulding bed of overlength profiling metal roofing board style of calligraphy, it is characterized in that, comprise five support bodys, from left to right respectively be support body one, support body two, support body three, support body four and support body five, five described support bodys form by some steel pipe related subgroup, steel pipe position between the described support body of being separated by is corresponding, is provided with Flange joint end plate at the opening part of described steel pipe, and the connection between the described Flange joint end plate that position is corresponding is completed by high-strength bolt;

The top steel pipe of described support body two, described support body three and described support body four in the vertical direction is provided with several higher level's shackle plates, the bottom steel pipe of described lifting moulding bed in the vertical direction arranges several subordinate's shackle plates, all described higher level's shackle plates all connect higher level's goat's horn Slip Hook, and all described subordinate shackle plates all connect subordinate's goat's horn Slip Hook.

2. according to the arc lifting moulding bed of the overlength profiling metal roofing board style of calligraphy described in claim 1, it is characterized in that, described support body one is symmetrical with described support body five, and described support body two is symmetrical with described support body four.

3. according to the arc lifting moulding bed of the overlength profiling metal roofing board style of calligraphy described in claim 1, it is characterized in that, the horizontal length of described support body one is 8000mm, the horizontal length of described support body two is 7000mm, the horizontal length of described support body three is 2000mm, the horizontal length of described support body four is 7000mm, and the horizontal length of described support body five is 8000mm.

4. according to the arc lifting moulding bed of the overlength profiling metal roofing board style of calligraphy described in claim 1, it is characterized in that, described Flange joint end plate arranges first bolt hole identical with the number of described high-strength bolt.

5. according to the arc lifting moulding bed of the overlength profiling metal roofing board style of calligraphy described in claim 1, it is characterized in that, between the described Flange joint end plate that position is corresponding, add one-level stiffener, described one-level stiffener has second bolt hole identical with the number of described high-strength bolt.

6. according to the arc lifting moulding bed of the overlength profiling metal roofing board style of calligraphy described in claim 1, it is characterized in that, the number of described steel pipe is greater than 2.

7. according to the arc lifting moulding bed of the overlength profiling metal roofing board style of calligraphy described in claim 1, it is characterized in that, the number of described higher level's shackle plate is greater than 2, distance between two described higher level's shackle plates of being separated by is 4900mm, the number of described subordinate shackle plate is greater than 2, and the distance between two described subordinate shackle plates of being separated by is 2500mm.

8. according to the arc lifting moulding bed of the overlength profiling metal roofing board style of calligraphy described in claim 1, it is characterized in that, described higher level's shackle plate and described subordinate shackle plate are all added with secondary stiffener.