CN103508339B

CN103508339B - Mobile tower flap seat

Info

Publication number: CN103508339B
Application number: CN201310071669.5A
Authority: CN
Inventors: 李文泽
Original assignee: Individual
Current assignee: Individual
Priority date: 2013-03-01
Filing date: 2013-03-01
Publication date: 2015-11-25
Anticipated expiration: 2033-03-01
Also published as: CN103508339A; WO2014131332A1

Abstract

The invention discloses a kind of mobile tower flap seat, it comprises stand, dividing plate, casing, bolt, bottom girder, straining beam, tower crane frame, cross members, fourth assembly, angular component, described dividing plate by cross members, fourth assembly, angular component is combined into the three-dimensional casing of multiple pros has bolt to be packed on bottom girder, described straining beam is packed on casing, described beam seat is packed in the middle of straining beam, described tower crane frame is packed on stand, unitized design of the present invention, both ease of assembly, dismantle sustainable practicality, cut the waste, economize energy, productive costs is low.

Description

Mobile tower flap seat

Technical field

Design building field of the present invention, particularly relates to a kind of instrument for building and avoids waste, and disassembly and assembly continue the mobile tower flap seat used.

Background technology

At present, skyscraper material used mostly adopts tower crane to hang and send, in order to building materials being delivered to each point of building, longer tower beam need be designed with, certain eccentric force can be produced when lifting material because tower beam is long, in order to ensure the firmly stable of tower crane, must must there is a firmly tower seat, currently used is dig a heatable adobe sleeping platform cement concrete in the building side that will build and reinforcing bar is built, then tower crane is fixedly mounted with, but this method but causes significant wastage and later stage also to stay next burden, a concrete towers seat needs cement more than 100 tons, reinforcing bar also needs several tons, manually also need a large number of spending, such calculation carrys out a concrete towers seat just need waste Renminbi 40-50 ten thousand yuan, if concrete towers flap seat must be removed when building underground has other to build later, and tower crane is still like this when moving to next setting, such calculation building of often founding a capital will waste up to a hundred tons of cement and several tons of reinforcing bars, the whole world will waste how many resources.

Summary of the invention

The object of the invention is to solve above-mentioned waste for no reason, a kind of mobile tower flap seat is provided, the present invention not only assembly and disassembly is simple, and use continuously, conveniently moving, reduce the wasting of resources, the present invention seeks to without the need to cement concrete and reinforcing bar as firm pedestal, changed into combination box, mass (as enclosed injection water by the earthen backfill of digging out casing or by casing periphery antiseepage cloth) is loaded in casing, save manpower, every platform tower crane is only joined a playscript with stage directions and is invented, and low cost of manufacture.

In order to achieve the above object, technical scheme proposed by the invention is; A kind of mobile tower flap seat comprises stand, dividing plate, casing, bottom girder, straining beam, tower crane frame, cross members, fourth assembly and angular component; Described dividing plate is polylith, its two ends arrange plush copper, first by arranging reeded fourth assembly and angular component is assembled into a large square three-dimensional casing, in square, the three-dimensional casing of multiple little pros is formed again by the cross members being provided with four grooves, described cross members, fourth assembly and angular component are equipped with screw hole, connected the bottom girder of straining beam and bottom by its hole by bolt, described beam seat is arranged on the middle upper portion of straining beam, and it is fixedly mounted with tower crane frame.

Further, described dividing plate is many groups, and high, wide, thick is same size.

Further, described straining beam is " rice " font, is fixedly mounted with each cross members, fourth assembly and angular component.

Further, described bottom girder is arranged on bottom dividing plate, and the screw hole place that it correspond to cross members, fourth assembly and angular component has been welded nut, device bed board (optional plank or hard plastic board on bottom girder.)

Further, the height of described cross members, fourth assembly and angular component and dividing plate high with.

Adopt technique scheme, practical function of the present invention has;

1, structure of the present invention is simple, fast easy to loading and unloading, low cost of manufacture.

2, be of the present inventionly set to compound type, after combination, be reached for an overall firm effect completely;

3, the earthen backfill of digging out in the casing of baffle combination, thus is played due counterbalancing effect by the present invention, and dividing plate and assembly set propose after completing by engineering respectively, save the work of later stage backfill heatable adobe sleeping platform;

4, the present invention transport and deposit conveniently take up room little;

5, the present invention wastes little, only need lose bottom girder (if filling " water ", base can take out) after completion;

6, tower crane seat size of the present invention is arbitrarily adjustable, and building object height then needs tower crane seat large, only needs many assembling dividing plates;

Accompanying drawing explanation

Fig. 1 is structural representation of the present invention;

Fig. 2 is top surface structure schematic top plan view of the present invention;

Fig. 3 is bottom surface structure schematic top plan view of the present invention;

Fig. 4 a is cross members end construction schematic diagram of the present invention;

Fig. 4 b is fourth assembly end construction schematic diagram of the present invention;

Fig. 4 c is angular component end construction schematic diagram of the present invention;

Fig. 5 is that straining beam of the present invention arranges structural representation;

Fig. 6 is divider ends structural representation of the present invention;

Wherein: 1, stand, 2, straining beam, 3, bolt, 4, casing, 5, dividing plate, 6, tower crane frame, 13, cross members, 14, fourth assembly, 15, angular component, 16, groove, 17, plush copper, 18, screw hole, 19, dustcloth, 20, bottom girder, 21, nut.

The present invention is that the concrete type tower crane seat used by current tower crane is improved to how group certain thickness steel plate is made, same specification, baffle combination with plush copper becomes required size, one large overall cube casing, in order to strengthen its impregnability, middle by being partitioned into multiple little square solid type casing, below in conjunction with accompanying drawing, the specific embodiment of the present invention is described;

As Fig. 2, shown in Fig. 3: a kind of mobile tower flap seat, comprise stand 1, straining beam 2, bolt 3, casing 4, dividing plate 5, cross members 13, fourth assembly 14, angular component 15 and bottom girder 20, dividing plate 5 is by cross members 13, fourth assembly 14, after angular component 15 combines, be arranged in the middle of straining beam 2 and bottom girder 20, straining beam 2 passes through cross members 13 by bolt 3, fourth assembly 14, screw hole 18 in angular component 15 is connected with the nut 21 be arranged on bottom girder 20, form multiple cube casing 4, wherein bottom girder 20 is provided with bed board, stand 1 is packed in the middle part of straining beam 2, tower crane frame 6 is packed on stand.

As shown in Fig. 4 a, Fig. 4 b, Fig. 4 c and Fig. 6, wherein each dividing plate 5 two ends are all welded plush copper 17, are engaged respectively with groove 16 set on cross members 13, fourth assembly 14 and angular component 15.

As shown in Figure 1, shown in Figure 5, when implementing assembling embody rule:

Embodiment one, first put at the required mobile tower seat that arranges, size digs a heatable adobe sleeping platform on demand, bottom girder 20 is put into heatable adobe sleeping platform assembled after (as shown in Figure 3) complete bed board, first two pieces of dividing plates 5 are got, be plugged with the groove 16 on angular component 15 respectively and be vertically placed on wherein on a jiao of bottom girder 20 4 angles afterwards, get again after twisting jail with bolt 3 by screw hole in angular component 15 18 and nut 21 fourth assembly 14 with to twist jail with bolt 3 by the screw hole 18 in fourth assembly 14 and nut 21 after dividing plate 5 grafting of putting well, program like this installs around bottom girder 20, get cross members 13 and dividing plate 5 again, dividing plate 5 side is inserted in the groove 16 of the fourth assembly 14 installed, after side and cross members 13 insert firmly, bolt 3 is twisted jail by the screw hole 18 in cross members 13 and nut 21, dividing plate 5 is inserted in interior 4 grooves 16 of cross members 13 by intersection like this, by cross members 13, the positive square three-dimensional casing 4 be made up of angular component 15 and fourth assembly 14 is split multiple little positive square three-dimensional casing 4, to reach the integral firmness increasing moving tower crane seat.

Embodiment two, with mobile tower flap seat center for point, 8 straining beams 2 are set respectively, wherein 4 are connected stubborn jail respectively with the screw rod 3 on the angular component 15 at the angle of four on casing 4, and the screw rod 3 in the cross members 13 striden across with it twists jail, vertically twist jail with the screw rod 3 on the fourth assembly 14 of four direction respectively for another 4, and the screw rod 3 in the cross members 13 striden across with it twists jail, now straining beam 2 forms one " rice " font on casing 4.The cross members assembled, fourth assembly 14 and angular component 15 are sealed with dustcloth 19 in case enter soil while removing (prevent be snapped tight) now by the earthen backfill of taking out in hole before in each square solid type casing 4, (also each casing impervious material can be sealed and fill water), after again stand 1 being packed in a point of crossing upper end of direction straining beam 2, be fixedly mounted with tower crane frame 6.

Embodiment three, when needing after Practical Completion tower crane to be moved to other building sites, first to dismantle tower crane and tower crane frame 6, after pulling down the straining beam 2 of stand 1 and all directions again, all bolts 3 are back-outed with hoisting device (as guide chain, crane), first by the angular component 15 of mobile tower flap seat periphery, cross members 13 proposes after proposing by fourth assembly 14 more one by one, perimeter spacer 5 (this method easily pulls out each assembly) need be pushed down when carrying each assembly, finally dividing plate 5 is proposed one by one, bottom girder 20 is now only had to be stayed in underground, as injection in each solid type casing 4 is that water is described above when dismantling, last bottom girder also can take out.

Unitized design of the present invention is conducive to Assembly &Disassembly, and be conducive to transport and preserve, take up room little, a tower crane only need be equipped with one group of the present invention, saving resource, and without the need to often founding a capital, a building wastes up to a hundred tons of cement and several steel.

Square build of the present invention is not limited to concrete shape, can assemble various shape according to the geographic basis of building engineering, only need reach the demand for security needed for tower crane.Be conducive to transport to preserve.

Finally it should be noted that, above embodiment is only in order to illustrate technical scheme of the present invention and unrestricted, although with reference to preferred embodiment to invention has been detailed description, those of ordinary skill in the art is to be understood that, can modify to technical scheme of the present invention or equivalent replacement, and not departing from the spirit and scope of technical scheme of the present invention, it all should be encompassed in the middle of right of the present invention.

Claims

1. a mobile tower flap seat, it is characterized in that, described mobile tower flap seat comprises stand (1), straining beam (2), bolt (3), dividing plate (5), tower crane frame (6), bottom girder (20), cross members (13), fourth assembly (14), angular component (15), described dividing plate (5) and cross members (13), fourth assembly (14), angular component (15) is combined into the three-dimensional casing of multiple pros (4), bottom girder (20) is packed in by bolt (3), described straining beam (2) is packed in dividing plate (5) and cross members (13) by bolt (3), fourth assembly (14), on the three-dimensional casing (4) of the pros that angular component (15) is combined into, described stand (1) is packed on straining beam (2), described stand (1) is fixedly mounted with tower crane frame (6), described cross members (13), fourth assembly (14), angular component (15) are respectively arranged with groove (16) and bolt hole (18), the long limit of described dividing plate (5) two is welded the plush copper (17) coordinated with groove (16) respectively.

2. mobile tower flap seat as claimed in claim 1, is characterized in that, loads sandy soil in described mobile tower flap seat internal box.

3. mobile tower flap seat as claimed in claim 1, is characterized in that, loads water in described mobile tower flap seat internal box.