CN203783107U - Climbing frame with connector reinforcing device for construction - Google Patents
Climbing frame with connector reinforcing device for construction Download PDFInfo
- Publication number
- CN203783107U CN203783107U CN201320863758.9U CN201320863758U CN203783107U CN 203783107 U CN203783107 U CN 203783107U CN 201320863758 U CN201320863758 U CN 201320863758U CN 203783107 U CN203783107 U CN 203783107U
- Authority
- CN
- China
- Prior art keywords
- steel pipe
- square steel
- climbing frame
- vertical rod
- cantilever beams
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
Links
Landscapes
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The utility model relates to a climbing frame with a connector reinforcing device for construction. The climbing frame comprises at least two vertical rods arranged outside a floor, cantilever beams are connected with the vertical beams, the outer ends of the cantilever beams are connected with the vertical rods, the inner ends of the cantilever beams extend to the floor and anchored to the floor, inclined pull rods are connected between the cantilever beams and the vertical rods, a reinforcing rib is arranged between every two adjacent vertical rods, the reinforcing rib comprises a square steel pipe and connecting flanges arranged at the two ends of the square steel pipe, a reinforcing rib is arranged between each connecting flange and the square steel pipe, the vertical rods are connected through the square steel pipe with the connecting flanges, and the climbing frame has the advantages of being small in material consumption for connection, light in weight and rapid and efficient in assembly and disassembly.
Description
Technical field
The utility model relates to a kind of build concrete construction equipment, particularly a kind of climbing frame of belt lacing stiffening device for building.
Background technology
Climbing frame is again hoisting frame, can be divided into main several classes such as fluid pressure type, electrodynamic type, manpower hand pulling type according to its power resources.It is the new type scaffold system of developing in recent years, is mainly used in high-layer shear force wall formula building.It can be along up soaring or decline of building.This system is taken on a new look Construction Formwork & Scaffold Technology completely: the one, needn't translation frame; The 2nd, exempt the dismounting operation (once always using construction after assembling complete) of scaffold, and be not subject to the restriction of depth of building, saved greatly manpower and material.And also for traditional scaffold, there is larger change at security standpoint.In highrise building, have advantages for development.
In < < Green Construction Guidelines > >, template, scaffold, as circulation material and facility, have highlighted: circulation material and the facility that 1. should select durable, maintenance and convenient disassembly; 2. preferentially select making, install, remove integrated professional contingent and carry out form work engineering construction; 3. template should take that to save natural resource be principle, promotes the use of sizing punching block, steel framework bamboo mould, bamboo offset plate; 4. before construction, the scheme of reply form work engineering is optimized.Multilayer, highrise building are used the template system that can reuse, and shuttering supporting should adopt tool bracing; 5. optimize the external scaffolding scheme of highrise building, adopt Integral lifting, the segmentation scheme such as encorbelment; 6. promote the technology that adopts external wall insulation to substitute concrete construction formwork; 7. take the material-saving measure of effective technology and management, improve the number of turnover of template, scaffold etc.; 8. to greatly develop research and the application of Construction Technology of Fair Faced Concrete and new type formwork and Construction Formwork & Scaffold Technology.
Yet the weak point of existing climbing frame is: when climbing frame waste of material, dismounting are taken a lot of work, inefficiency, bonding strength are not enough.
Utility model content
The technical problems to be solved in the utility model is to overcome the above-mentioned deficiency of prior art, provides that a kind of vertical rod stability is stronger, lightweight, the dismounting climbing frame of belt lacing stiffening device for building easily.
For solving the problems of the technologies described above, the utility model provides following technical scheme:
A kind of climbing frame of belt lacing stiffening device for building, comprise the vertical rod that is arranged at floor outside, described vertical rod is connected with Cantilever Beams, the outer end of described Cantilever Beams is connected with vertical rod, the inner of described Cantilever Beams extend to floor and with floor anchoring, between described Cantilever Beams and vertical rod, be also connected with diagonal member, the quantity of described vertical rod is at least two, between adjacent two montants, be provided with ribs, the adpting flange that described ribs comprises square steel pipe and is arranged at square steel pipe two ends, is provided with reinforcing rib between each adpting flange and square steel pipe.
Adopt such structure, by the square steel pipe with adpting flange, vertical rod is connected, there is connection few with material, lightweight, installation and removal beneficial effect rapidly and efficiently.
Preferably, described reinforcing rib two ends are welded to each other with square steel pipe and adpting flange respectively.Adopt such structure, have syndeton is simple, easily manufactured, bonding strength is good beneficial effect,
Preferably, between described adpting flange and vertical rod, be bolted.Adopt such structure, there is dismounting beneficial effect easily.
Compared with prior art, the beneficial effects of the utility model are: by the square steel pipe with adpting flange, vertical rod is connected, have connection few with material, lightweight, installation and removal beneficial effect rapidly and efficiently.
Accompanying drawing explanation
Fig. 1 is structural representation of the present utility model;
Fig. 2 is the structural representation of ribs in the utility model.
Mark in figure: vertical rod-1; Ribs-2; Square steel pipe-2a; Adpting flange-2b; Reinforcing rib-2c.
The specific embodiment
Below in conjunction with the drawings and specific embodiments, the utility model is further described.
Embodiment of the present utility model is not limited to following examples, within the various variations of making under the prerequisite that does not depart from the utility model aim all belong to protection domain of the present utility model.
As depicted in figs. 1 and 2, the climbing frame of a kind of belt lacing stiffening device for building of the present embodiment, comprise the vertical rod 1 that is arranged at floor outside, vertical rod 1 is connected with Cantilever Beams, the outer end of Cantilever Beams is connected with vertical rod 1, the inner of Cantilever Beams extends to floor, and with floor anchoring, between Cantilever Beams and vertical rod 1, be also connected with diagonal member, the quantity of vertical rod 1 is at least two, between adjacent two montants, be provided with ribs 2, ribs 2 comprises square steel pipe 2a, and the adpting flange 2b that is arranged at square steel pipe 2a two ends, between each adpting flange 2b and square steel pipe 2a, be provided with reinforcing rib 2c, reinforcing rib 2c two ends are welded to each other with square steel pipe 2a and adpting flange 2b respectively, between adpting flange 2b and vertical rod 1, be bolted, the specification of bolt is M16*90, M16*120, be bolted and reach climbing frame vertical rod 1 and have enough stability, by the square steel pipe 2a with adpting flange 2b, vertical rod 1 is connected, in the present embodiment, square steel pipe 2a specification is 640*50*4mm, adpting flange 2b specification is 150*50*10mm, reinforcing rib 2c specification is 50*50*6mm, adpting flange 2b is welded on square steel pipe 2a two ends, between adpting flange 2b and square steel pipe 2a, weld reinforcing rib 2c,
The climbing frame of the present embodiment belt lacing stiffening device for building can be widely used in building vertical rod 1 joint junction, climbing frame front and back, has connection few with material, lightweight, installation and removal beneficial effect rapidly and efficiently.
The utility model is not limited to the aforesaid specific embodiment.The utility model expands to any new feature or any new combination disclosing in this manual, and the arbitrary new method disclosing or step or any new combination of process.
Claims (3)
1. the climbing frame of a belt lacing stiffening device for building, comprise the vertical rod that is arranged at floor outside, described vertical rod is connected with Cantilever Beams, the outer end of described Cantilever Beams is connected with vertical rod, the inner of described Cantilever Beams extend to floor and with floor anchoring, between described Cantilever Beams and vertical rod, be also connected with diagonal member, it is characterized in that: the quantity of described vertical rod is at least two, between adjacent two montants, be provided with ribs, the adpting flange that described ribs comprises square steel pipe and is arranged at square steel pipe two ends, is provided with reinforcing rib between each adpting flange and square steel pipe.
2. the climbing frame of belt lacing stiffening device for building according to claim 1, is characterized in that: described reinforcing rib two ends are welded to each other with square steel pipe and adpting flange respectively.
3. the climbing frame of belt lacing stiffening device for building according to claim 1, is characterized in that: between described adpting flange and vertical rod, be bolted.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201320863758.9U CN203783107U (en) | 2013-12-26 | 2013-12-26 | Climbing frame with connector reinforcing device for construction |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201320863758.9U CN203783107U (en) | 2013-12-26 | 2013-12-26 | Climbing frame with connector reinforcing device for construction |
Publications (1)
Publication Number | Publication Date |
---|---|
CN203783107U true CN203783107U (en) | 2014-08-20 |
Family
ID=51319308
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201320863758.9U Expired - Fee Related CN203783107U (en) | 2013-12-26 | 2013-12-26 | Climbing frame with connector reinforcing device for construction |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN203783107U (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN107288823A (en) * | 2017-08-23 | 2017-10-24 | 国电联合动力技术有限公司 | A kind of new pylon of Wind turbines and the Wind turbines including the pylon |
-
2013
- 2013-12-26 CN CN201320863758.9U patent/CN203783107U/en not_active Expired - Fee Related
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN107288823A (en) * | 2017-08-23 | 2017-10-24 | 国电联合动力技术有限公司 | A kind of new pylon of Wind turbines and the Wind turbines including the pylon |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN101736893B (en) | Overhanging type scaffold supporting system | |
CN201546435U (en) | Bolted stayed cantilever scaffold | |
CN203808484U (en) | Integrated cantilevered and attached external scaffolding | |
CN105201195A (en) | Liftable supporting leg type elevator shaft construction platform and method | |
CN202416184U (en) | Construction device for formwork for longitudinal wet joint of box girder | |
CN210086553U (en) | Dry-type connected precast concrete wall and foundation connection node | |
CN203783107U (en) | Climbing frame with connector reinforcing device for construction | |
CN202944998U (en) | Attached installation and maintenance platform of calibrated tower crane | |
CN201190408Y (en) | Tool type exterior scaffolding of section steel fastening tube | |
CN202866261U (en) | Operation hanging rack for civil construction | |
CN204456816U (en) | One can promote supporting leg type elevator hoistway construction platform | |
CN203640257U (en) | Support of overhanging type scaffold | |
CN204139577U (en) | Embedment means formula wall-connecting piece after a kind of | |
CN209556351U (en) | A kind of readily removable section construction aluminum alloy pattern plate | |
CN204040457U (en) | Wooden frame plastic formwork system | |
CN203603461U (en) | Floor aluminum shuttering splicing formwork structure system | |
CN204212273U (en) | A kind of composite steel concrete column and box concrete filled steel tube cant beam switching node | |
CN203603490U (en) | Supporting structure used for erecting formwork truss on prefabricated beam | |
CN203891442U (en) | High-rise elevator shaft template supporting platform | |
CN202559727U (en) | Load-bearing support structure of template of overhead long-span floor slab of building | |
CN203361596U (en) | Auxiliary support of integrated lifting operation platform | |
CN212200753U (en) | Steel construction concrete building module | |
CN205369874U (en) | Elevartor shaft outer wall cantilever frame | |
CN201649616U (en) | Rigid connecting tube of scaffold and building | |
CN205976413U (en) | A hang cage subassembly for installing tower crane support side pipe |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
C14 | Grant of patent or utility model | ||
GR01 | Patent grant | ||
CF01 | Termination of patent right due to non-payment of annual fee | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20140820 Termination date: 20211226 |