CN203867198U - Slip equipment for high-rise steel structure transfer layer truss - Google Patents

Slip equipment for high-rise steel structure transfer layer truss Download PDF

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Publication number
CN203867198U
CN203867198U CN201420218168.5U CN201420218168U CN203867198U CN 203867198 U CN203867198 U CN 203867198U CN 201420218168 U CN201420218168 U CN 201420218168U CN 203867198 U CN203867198 U CN 203867198U
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China
Prior art keywords
sliding jig
track
rail
mutually
truss
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CN201420218168.5U
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Chinese (zh)
Inventor
周观根
朱辉
黄勇
金鑫
谢董恩
朱超伟
何正刚
潘俊
孔军飞
孙利
徐琛魏
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Zhejiang Southeast Space Frame Co Ltd
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Zhejiang Southeast Space Frame Co Ltd
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Priority to CN201420218168.5U priority Critical patent/CN203867198U/en
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Abstract

The utility model relates to a high-rise steel structure transfer layer truss, particularly relates to slip equipment for the high-rise steel structure transfer layer truss. The slip equipment for the high-rise steel structure transfer layer truss is applied to a steel structure and comprises a rail structure, a slip jig frame mechanism and a slip mechanism; the slip jig frame mechanism which is matched with the rail mechanism is arranged on the rail mechanism; the slip jig frame mechanism is extended through the slip mechanism. The slip equipment for the high-rise steel structure transfer layer truss has the advantages of being compact in structure, saving resources and being safe in construction and easy to control.

Description

The slippage equipment of high-rise steel structure conversion layer truss
Technical field
The utility model relates to a kind of high-rise steel structure conversion layer truss, relates in particular to a kind of slippage equipment of high-rise steel structure conversion layer truss, is applied in steel work.
Background technology
In recent years, in highrise building, the application of steel work conversion layer truss is more and more, when the architectural appearance that ensures highrise building is attractive in appearance, can provide again more reliable safety assurance.
Utility model content
The utility model is mainly to solve the deficiencies in the prior art, a kind of compact conformation is provided, high-level structure conversion layer truss is between two high buildings, setting height(from bottom) is high, truss Heavy Weight, after field by using truss installation on ground completes, the slippage equipment of the high-rise steel structure conversion layer truss that the method for hydraulic pressure lift is installed.
Above-mentioned technical problem of the present utility model is mainly solved by following technical proposals:
A kind of slippage equipment of high-rise steel structure conversion layer truss, comprise rail mechanism, sliding jig mechanism and slipping mechanism, described rail mechanism is provided with the sliding jig mechanism matching with rail mechanism, and described sliding jig mechanism stretches mutually by slipping mechanism;
Described rail mechanism comprises concrete floor, and the top of described concrete floor is provided with rail supported bar, and the two side ends of described rail supported bar is respectively equipped with track, and bottom and the concrete floor of described track fix;
Described sliding jig mechanism comprises sliding jig, the bottom of described sliding jig is provided with and the track polyfluortetraethylene plate of activity slippage mutually, the outside of described track is provided with the pulley sliding mutually with track, described pulley fixes by slide-bar and sliding jig, and described sliding jig is provided with single truss structure;
Described slipping mechanism comprises assembly pulley, draught line and towing point, in described draught line, be provided with assembly pulley, locate mutually with towing point one end of described assembly pulley, the other end of described assembly pulley is connected with sliding jig by draught line, and described draught line and Chain block traction or hoist engine are fixedly connected.
As preferably, in described concrete floor, be provided with expansion bolt buried plate, described expansion bolt buried plate and track are fastened by expansion bolt;
The lateral wall of described track is fixed with the elongated steel plate being slidably connected mutually with pulley, the outside of described sliding jig bottom is provided with spacing steel plate, described spacing steel plate is positioned at the outside of track, and described spacing steel plate is fastened by stiffener and sliding jig;
Between described single truss structure and sliding jig, support mutually maintenance by H type support bar.  
But at the scene in work progress; often can run into because field ground situation is special; loop wheel machine cannot enter into two positions between high building truss is carried out to installation on ground, and the on-the-spot tower crane lifting performance using is less, cannot meet the situation of truss on-site consolidation requirement.So the method that adopts the slippage of conversion layer truss to promote addresses this problem, and because truss is plane frame, in slipping, the overturning or slip resistance analysis of truss has been proposed to higher requirement.
effect and advantage
1, the assembled of single truss structure can intert and construct with top concrete structure, only has Integral lifting process on the critical circuits of duration, significantly saved the duration.
2, effectively reduced the quantity of member merogenesis, reduced the workload of Site Welding, quality is easily controlled.
3, avoid adopting main equipment, cause the increase of working measure expense.
4, the workload of work high above the ground greatly reduces, and horizontal protective can together promote with single truss structure, and construction safety is easy to control.
Therefore, the slippage equipment of high-rise steel structure conversion layer truss of the present utility model, compact conformation, economizes on resources, and construction safety is easy to control.
Brief description of the drawings
Fig. 1 is structural representation of the present utility model.
Fig. 2 is the structural representation of the utility model middle orbit mechanism;
Fig. 3 is the structural representation of sliding jig mechanism in the utility model.
Detailed description of the invention
Below by embodiment, and by reference to the accompanying drawings, the technical solution of the utility model is described in further detail.
Embodiment 1: as shown in Figure 1, Figure 2 and Figure 3, a kind of slippage equipment of high-rise steel structure conversion layer truss, comprise rail mechanism, sliding jig mechanism and slipping mechanism, described rail mechanism is provided with the sliding jig mechanism matching with rail mechanism, and described sliding jig mechanism stretches mutually by slipping mechanism;
Described rail mechanism comprises concrete floor 1, and the top of described concrete floor 1 is provided with rail supported bar 2, and the two side ends of described rail supported bar 2 is respectively equipped with track 3, and bottom and the concrete floor 1 of described track 3 fix;
Described sliding jig mechanism comprises sliding jig 4, the bottom of described sliding jig 4 is provided with and track 3 polyfluortetraethylene plate 5 of activity slippage mutually, the outside of described track 3 is provided with the pulley 6 sliding mutually with track 3, described pulley 6 fixes by slide-bar 7 and sliding jig 4, and described sliding jig 4 is provided with single truss structure 8;
Described slipping mechanism comprises assembly pulley 9, draught line 10 and towing point 11, in described draught line 10, be provided with assembly pulley 9, locate mutually with towing point 11 one end of described assembly pulley 9, the other end of described assembly pulley 9 is connected with sliding jig 4 by draught line 10, and described draught line 10 is fixedly connected with Chain block traction or hoist engine.
In described concrete floor 1, be provided with expansion bolt buried plate 13, described expansion bolt buried plate 13 is fastened by expansion bolt 14 with track 3;
The lateral wall of described track 3 is fixed with the elongated steel plate 15 being slidably connected mutually with pulley 6, the outside of described sliding jig 4 bottoms is provided with spacing steel plate 16, described spacing steel plate 16 is positioned at the outside of track 3, and described spacing steel plate 16 is fastened by stiffener 17 and sliding jig 4;
Between described single truss structure 8 and sliding jig 4, support mutually maintenance by H type support bar 18.

Claims (2)

1. the slippage equipment of a high-rise steel structure conversion layer truss, it is characterized in that: comprise rail mechanism, sliding jig mechanism and slipping mechanism, described rail mechanism is provided with the sliding jig mechanism matching with rail mechanism, and described sliding jig mechanism stretches mutually by slipping mechanism;
Described rail mechanism comprises concrete floor (1), the top of described concrete floor (1) is provided with rail supported bar (2), the two side ends of described rail supported bar (2) is respectively equipped with track (3), and bottom and the concrete floor (1) of described track (3) fix;
Described sliding jig mechanism comprises sliding jig (4), the bottom of described sliding jig (4) is provided with and track (3) polyfluortetraethylene plate of activity slippage (5) mutually, the outside of described track (3) is provided with the pulley (6) sliding mutually with track (3), described pulley (6) fixes by slide-bar (7) and sliding jig (4), and described sliding jig (4) is provided with single truss structure (8);
Described slipping mechanism comprises assembly pulley (9), draught line (10) and towing point (11), in described draught line (10), be provided with assembly pulley (9), locate mutually with towing point (11) one end of described assembly pulley (9), the other end of described assembly pulley (9) is connected with sliding jig (4) by draught line (10), and described draught line (10) is fixedly connected with Chain block traction or hoist engine.
2. the slippage equipment of high-rise steel structure conversion layer truss according to claim 1, is characterized in that:
In described concrete floor (1), be provided with expansion bolt buried plate (13), described expansion bolt buried plate (13) is fastened by expansion bolt (14) with track (3);
The lateral wall of described track (3) is fixed with the elongated steel plate (15) being slidably connected mutually with pulley (6), the outside of described sliding jig (4) bottom is provided with spacing steel plate (16), described spacing steel plate (16) is positioned at the outside of track (3), and described spacing steel plate (16) is fastened by stiffener (17) and sliding jig (4);
Between described single truss structure (8) and sliding jig (4), support mutually maintenance by H type support bar (18).
CN201420218168.5U 2014-04-30 2014-04-30 Slip equipment for high-rise steel structure transfer layer truss Active CN203867198U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201420218168.5U CN203867198U (en) 2014-04-30 2014-04-30 Slip equipment for high-rise steel structure transfer layer truss

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201420218168.5U CN203867198U (en) 2014-04-30 2014-04-30 Slip equipment for high-rise steel structure transfer layer truss

Publications (1)

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CN203867198U true CN203867198U (en) 2014-10-08

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104060844A (en) * 2014-04-30 2014-09-24 浙江东南网架股份有限公司 Sliding device and lifting device for truss frame of steel structural transfer floor of the high-rise building and construction method thereof
CN104863374A (en) * 2015-04-27 2015-08-26 中国建筑第八工程局有限公司 Slip mechanism of long-span steel structure and slip method of same

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104060844A (en) * 2014-04-30 2014-09-24 浙江东南网架股份有限公司 Sliding device and lifting device for truss frame of steel structural transfer floor of the high-rise building and construction method thereof
CN104863374A (en) * 2015-04-27 2015-08-26 中国建筑第八工程局有限公司 Slip mechanism of long-span steel structure and slip method of same
CN104863374B (en) * 2015-04-27 2017-03-29 中国建筑第八工程局有限公司 Large-span steel slipping mechanism and its gliding method

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