CN207749859U - A kind of trestle support system for structure floor operation in Large-scale Hoisting equipment - Google Patents

A kind of trestle support system for structure floor operation in Large-scale Hoisting equipment Download PDF

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Publication number
CN207749859U
CN207749859U CN201721914591.9U CN201721914591U CN207749859U CN 207749859 U CN207749859 U CN 207749859U CN 201721914591 U CN201721914591 U CN 201721914591U CN 207749859 U CN207749859 U CN 207749859U
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China
Prior art keywords
support system
small secondary
secondary beam
hoisting equipment
trestle
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CN201721914591.9U
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Chinese (zh)
Inventor
徐小琴
甘超勇
刘晓斌
郑国军
华琪琪
肖灯兵
宿佩君
张蕾蕾
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Third Construction Co Ltd of China Construction Third Engineering Division
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Third Construction Co Ltd of China Construction Third Engineering Division
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Abstract

The utility model is related to the supports of house trestle, a kind of trestle support system for structure floor operation in Large-scale Hoisting equipment is provided, including truss-steel beam, small secondary beam, slab and steel column pier, the truss-steel beam includes two racks being oppositely arranged and several dowels being connected between two racks, the small secondary beam is more, and level is laid on the upper surface of each dowel, the slab, which is horizontally mounted, to be fixed on each small secondary beam, and the rack is installed on by the rigid stub on structural column.Entire support system is connected to Lou Tishang by steel column pier and structural column in the utility model; support system is reduced directly to contact with building; typically without directly being contacted with floor; and then avoid locally causing floor larger pressure, basement construction is neither influenced, and play a protective role to floor; after construction in later period; the support system of this structure can repeat turnover and utilize, and the later stage can save resource with residual recovery.

Description

A kind of trestle support system for structure floor operation in Large-scale Hoisting equipment
Technical field
The utility model is related to house job platforms to support field, more particularly to a kind of for structure in Large-scale Hoisting equipment The trestle support system of floor operation.
Background technology
Currently, the construction method of domestic roof reinforcement generally carries out full hall frame bracing reinforcement, jack using in basement Return back to top the measures such as reinforcing.Such reinforcement measure, on the one hand meeting large area occupancy basement structure space, causes basement construction temporary Stop, be delayed the construction period significantly, on the other hand, after the reinforcing that returns back to top, all construction loads of floor work surface are held by structure floor It carries, easily causes to the destruction of floor partial pressing or micro-cracks, it is totally unfavorable to later stage work surface waterproof roofing.
For case above, design a set of simple, construction safety, energy conservation and environmental protection easy to use, assembled effectively avoid floor The steel trestle job platform of destruction is significant.
Invention content
The purpose of the utility model is to overcome the defects of the prior art, provide a kind of for being tied in Large-scale Hoisting equipment The trestle support system of structure floor operation so that welding mode more save space, save the energy, reduce support system with Building is in direct contact, and whole building framework or surface texture is avoided to occur rubbing and damage, and improves construction efficiency.
The utility model is realized in this way:
The utility model provides a kind of trestle support system for structure floor operation in Large-scale Hoisting equipment, feature It is:Including truss-steel beam, small secondary beam, slab and steel column pier, the truss-steel beam includes two racks being oppositely arranged and company Several dowels being connected between two racks, the small secondary beam is more, and level is laid on each connection The upper surface of muscle, the slab, which is horizontally mounted, to be fixed on each small secondary beam, and the rack is installed by the rigid stub In on structural column.
Further, the rigid stub is four, rigid fixed wherein one rack of stub support described in two of which Two ends, two ends of other two rigid fixed another rack of stub support.
Further, the rigid stub is fixedly mounted on by postposition bolt on rack.
Further, two racks all have mounting groove, and the notch of two mounting grooves is oppositely arranged, each institute Two ends for stating dowel are welded in two mounting grooves.
Further, the small secondary beam and the dowel perpendicular contact and parallel with the rack.
Further, the slab is polylith, and each slab splices successively on each small secondary beam.
Further, each small secondary beam is equidistantly spaced, and between two adjacent small secondary beams away from From for 500mm.
The utility model has the advantages that:In the trestle support system of the utility model, truss-steel beam includes two Corresponding rack and several dowels being connected between rack, the dowel pass through the link slot group on rack frame body It closes and is mounted on rack frame, the small secondary beam on dowel, with dowel vertical interlaced, increases whole with rack parallel laid The stability of body structure, the paving plate level are laid on small secondary beam, after installation is fixed, facilitate construction personnel on slab Walk on surface construction, entire support system is connected to Lou Tishang by steel column pier and structural column, reduce support system directly with Building contacts, and typically without directly contacting with floor, and then avoids locally causing floor larger pressure, neither influences ground Lower room construction, and play a protective role to floor, after construction in later period, the support system of this structure can repeat to have enough to meet the need profit With the later stage can save resource with residual recovery.
Description of the drawings
In order to illustrate the embodiment of the utility model or the technical proposal in the existing technology more clearly, below will be to embodiment Or attached drawing needed to be used in the description of the prior art does simple introduction, it should be apparent that, the accompanying drawings in the following description is only Some embodiments of the utility model, for those of ordinary skill in the art, under the premise of not making the creative labor, also It can be with other accompanying drawings can also be obtained according to these attached drawings.
Fig. 1 is provided in this embodiment a kind of for the trestle support system of structure floor operation in Large-scale Hoisting equipment Explosive view,
Fig. 2 is provided in this embodiment a kind of for the trestle support system of structure floor operation in Large-scale Hoisting equipment Structural schematic diagram.
Specific implementation mode
The following will be combined with the drawings in the embodiments of the present invention, carries out the technical scheme in the embodiment of the utility model Clearly and completely describe, it is clear that the described embodiments are only a part of the embodiments of the utility model, rather than whole Embodiment.Based on the embodiments of the present invention, those of ordinary skill in the art are without making creative work The all other embodiment obtained, shall fall within the protection scope of the present invention.
Such as Fig. 1-Fig. 2, the stack of structure floor operation in a kind of Large-scale Hoisting equipment of the preferred embodiment of the utility model Bridge support system, trestle support system 6, including Vierendeel girder 3, small secondary beam 2, slab 1 and steel column pier 4, Vierendeel girder 3 include two The rack 7 being oppositely arranged and several dowels 5 being connected between two racks 7 are all provided on two 7 frame bodies of the rack It is equipped with the mounting groove for connecting dowel 5, mounting groove is through the notch inside entire gantry plane, every dowel 5 End stretch into mounting groove and be welded and fixed, and dowel 5 can adjust corresponding position in notch;Small secondary beam 2 is more Root, and level is laid on the upper surface of each dowel, at a distance of 500mm, small secondary beam 2 and dowel between two small secondary beams 5 contact position point of use solid welding is fixed, increases small secondary beam and dowel so that entire support construction is more stablized, the paving Plate 1 is horizontally mounted the upper surface for being fixed on small secondary beam 2, and 7 vertical connection of rack, and slab is horizontal positioned, facilitates construction Personnel construct or walk in its plane, and the elongated end of the rack quadrangle has the mounting hole of mounting structure column, the structure One end of column is fixed in mounting hole, and the other end of the structural column is directly anchored to Lou Tishang, and the rack passes through described rigid Stub 4 is installed on structural column.
The utility model provides a kind of preferred embodiment, and the rigid stub 4 is four, rigid stub 4 described in two of which Two ends of one of them rack are fixed in support, and the two of other two fixed another rack of support of rigid stub 4 A end, the rack 7 are installed on by the steel column pier 4 on structural column, and the steel column pier 4 is mounted on the top of structural column, The other end of the structural column is connected with building body, and the trestle support system 6 is fixedly mounted on Lou Tishang by structural column, keeps away Exempt from trestle support system 6 to be in direct contact with building, to ensure the fastness of steel column pier 4 and structural column installation, in 4 He of steel column pier Additional bracing means is arranged in mounting post contact point, determines that entirety trestle builds required contour area, and the structural column is straight Connect and contacted with floor, avoid the traditional buildings supporting framework Dou Yu body structure and be in direct contact, cause because LOAD FOR is inaccurate or Unpredictable displacement and loosening occur for entire support system in person's work progress, damage building body surface texture and internal junction Structure.
Further, entire support system is fixed on by postposition bolt on structural column, can pass through loosening after construction Postposition bolt disassembles support system from structural column.
Further, it is different from previous full hall frame support, which can realize that the mode of mobile assembling is come It completes, that is, calculate the material built needed for trestle according to the real area of house plane, and held according to needed for roof when construction The load received is assembled in real time, after factory or outdoor completion assembling, is fixed on trestle with crane or corresponding machinery On the structural column pre-installed in advance, the connection type of structural column and trestle support system is special fixed form.
The utility model provides another embodiment, and small secondary beam 2 is vertical with dowel 5 and parallel with rack 7, small secondary beam 2 and each contact that connects of dowel 5 be spot welding, so that entire support system is more secured, and small secondary beam 2 and dowel 5 be vertical welding state, and it is not in dislocation in lateral, longitudinal or oblique movement of work progress to make support system.
The trestle support system of structure floor operation in a kind of Large-scale Hoisting equipment of embodiment described above implements peace Normal working space will not be occupied during dress, greatly improve operation quality, and mat formation using steel trestle, module can weigh Multiple turnover utilizes, and the later stage can save resource with residual recovery.
The above is only the preferred embodiment of the utility model only, is not intended to limit the utility model, all at this Within the spirit and principle of utility model, any modification, equivalent replacement, improvement and so on should be included in the utility model Protection domain within.

Claims (7)

1. a kind of trestle support system for structure floor operation in Large-scale Hoisting equipment, it is characterised in that:Including truss-steel beam, Small secondary beam, slab and steel column pier, the truss-steel beam include two racks being oppositely arranged and are connected to two racks Between several dowels, the small secondary beam is more, and level is laid on the upper surface of each dowel, the paving Panel-level is mounted on each small secondary beam, and the rack is installed on by the rigid stub on structural column.
2. a kind of trestle support system for structure floor operation in Large-scale Hoisting equipment according to claim 1, It is characterized in that:The rigid stub is four, two ends of rigid fixed wherein one rack of stub support described in two of which, Two ends of other two rigid fixed another rack of stub support.
3. a kind of trestle support system for structure floor operation in Large-scale Hoisting equipment according to claim 2, It is characterized in that:The rigid stub is fixedly mounted on by postposition bolt on rack.
4. a kind of trestle support system for structure floor operation in Large-scale Hoisting equipment according to claim 1, It is characterized in that:Two racks all have mounting groove, and the notch of two mounting grooves is oppositely arranged, each dowel Two ends be welded in two mounting grooves.
5. a kind of trestle support system for structure floor operation in Large-scale Hoisting equipment according to claim 1, It is characterized in that:The small secondary beam is vertical with the dowel and parallel with the rack.
6. a kind of trestle support system for structure floor operation in Large-scale Hoisting equipment according to claim 1, It is characterized in that:The slab is polylith, and each slab splices successively on each small secondary beam.
7. a kind of trestle support system for structure floor operation in Large-scale Hoisting equipment according to claim 1, It is characterized in that:Each small secondary beam is equidistantly spaced, and adjacent the distance between two small secondary beams are 500mm。
CN201721914591.9U 2017-12-31 2017-12-31 A kind of trestle support system for structure floor operation in Large-scale Hoisting equipment Active CN207749859U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201721914591.9U CN207749859U (en) 2017-12-31 2017-12-31 A kind of trestle support system for structure floor operation in Large-scale Hoisting equipment

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201721914591.9U CN207749859U (en) 2017-12-31 2017-12-31 A kind of trestle support system for structure floor operation in Large-scale Hoisting equipment

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CN207749859U true CN207749859U (en) 2018-08-21

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112942887A (en) * 2021-02-04 2021-06-11 广东世纪达建设集团有限公司 Construction method for additionally building new corridor below old corridor in old building

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112942887A (en) * 2021-02-04 2021-06-11 广东世纪达建设集团有限公司 Construction method for additionally building new corridor below old corridor in old building

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