CN103590537A - Ultra high stone-like column structure - Google Patents

Ultra high stone-like column structure Download PDF

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Publication number
CN103590537A
CN103590537A CN201310535933.6A CN201310535933A CN103590537A CN 103590537 A CN103590537 A CN 103590537A CN 201310535933 A CN201310535933 A CN 201310535933A CN 103590537 A CN103590537 A CN 103590537A
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China
Prior art keywords
grg
steelframe
stone
stone column
column
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Granted
Application number
CN201310535933.6A
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Chinese (zh)
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CN103590537B (en
Inventor
魏晓东
陈致中
杨志
方子健
闵骏
褚衍尚
黄涛
吉敏峰
李广
马云飞
沈晖
王文武
张冬
郑沛
周永进
葛峰
许晟君
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Suzhou Gold Mantis Construction Decoration Co Ltd
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Suzhou Gold Mantis Construction Decoration Co Ltd
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Priority to CN201310535933.6A priority Critical patent/CN103590537B/en
Publication of CN103590537A publication Critical patent/CN103590537A/en
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Publication of CN103590537B publication Critical patent/CN103590537B/en
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Abstract

The invention discloses an ultra high stone-like column structure, which comprises lap steel frames (1), an inner support skeleton (2), a GRG stone column, an upper support steel frame base, and a lower support steel frame base. The lap steel frames (1) are angle steel assembled cross type steel frames. The GRG stone column is internally provided with layers of lap steel frames (1). The inner support skeleton (2) is perpendicular to the planes of the cross type steel frames, and runs through the inner center of the whole GRG stone column. The inner support skeleton (2) and the lap steel frames (1) are fixed. The upper support steel frame base is provided with a rotary rotation shaft (3), which is internally equipped with an inner diameter steel ring. The lower support steel frame base is provided with a rotary rotation shaft (3) that is internally equipped with an inner diameter steel ring. The upper support steel frame base and the lower support steel frame base are fixed with two ends of the inner support skeleton (2) through the inner diameter steel rings respectively to form the stone column rotational structure. The structure provided by the invention has the advantages of good decorative performance, resource substitutability, convenient construction, high construction efficiency, and convenient maintenance.

Description

Superelevation is imitated stone material rod structure
Technical field
The present invention relates to the imitative stone material rod structure of a kind of superelevation.
Background technology
Along with decoration industry is growing, non-renewable resources are in the today constantly reducing, people are but more and more higher to the requirement of decorative effect, but superelevation, large European stone marble pillars in work progress, exist stone material fragile, difficulty is installed, cost is high, installation effectiveness is low and the problem of inconvenient maintenance.
There is following problem in the conventional European imitative stone marble pillars of superelevation: 1, because the European imitative stone marble pillars of conventional superelevation is in the process of construction, what use is traditional construction skill and technique, directly steelframe is embedded in to GRG column body, then directly by steelframe solid welding on support, for mounted GRG cylinder, can not realize the dismantled and assembled property of precise positioning and the shaft of position.2, the verticality for shaft is difficult to control.3, traditional mounting means, make from metope compared with close to shaft surface paint application technique difficulty large.
Summary of the invention
Goal of the invention of the present invention is: provide a kind of superelevation to imitate stone material rod structure, it can realize convenient, the raising of efficiency of construction and the operability of maintenance of alternative, the construction of resource.
Technical scheme of the present invention is: a kind of superelevation is imitated stone material rod structure, and it comprises overlap joint steelframe, inner support skeleton, GRG stone column, upper support steelframe pedestal, lower support steelframe pedestal, the cross steelframe of described overlap joint steelframe for being assembled into by angle steel; Multilayer overlap joint steelframe is installed in GRG stone column, and inner support skeleton is perpendicular to cross steelframe plane, and through whole GRG stone column inside center, inner support skeleton is fixed with overlap joint steelframe; On described upper support steelframe pedestal, be provided with rotating shaft, there is internal diameter steel ring rotating shaft inside; On lower support steelframe pedestal, be provided with rotating shaft, there is internal diameter steel ring rotating shaft inside, and upper support steelframe pedestal, lower support steelframe pedestal are respectively by the fixing stone column rotational structure that forms in two ends of internal diameter steel ring and inner support skeleton.
Below above technical scheme is further described:
In gap between described lower support steelframe pedestal and GRG stone column, be provided with the fixation clamp rotating for controlling rotating shaft.
Below, described fixation clamp termination is provided with spring washer, and GRG stone column lower end offers the draw-in groove matching with fixation clamp.
Described GRG stone column is divided into intermediate host and upper and lower two connecting portions, between main body and connecting portion, by inner support skeleton, is passed through and is connected.
Two stone materials for being divided into two on described GRG stone column vertical direction.
Described GRG stone column surface is laid with filter screen.
Described GRG stone column external coating has skin of paint.
Advantage of the present invention is: superelevation of the present invention is imitated stone material rod structure, and it can realize convenient, the raising of efficiency of construction and the operability of maintenance of alternative, the construction of resource.
Accompanying drawing explanation
Below in conjunction with drawings and Examples, the present invention is described further:
Fig. 1 is the overlap joint steelframe schematic diagram of the specific embodiment of the invention;
Fig. 2 is the rotating shaft schematic diagram of the specific embodiment of the invention;
Fig. 3 is overlap joint steelframe and the inner support skeleton schematic diagram of the specific embodiment of the invention;
Fig. 4 is fixation clamp and the rotating shaft mutual alignment schematic diagram of the specific embodiment of the invention;
Fig. 5 is the filter screen schematic diagram of the specific embodiment of the invention;
Fig. 6 is GRG stone column and the upper support steelframe pedestal connection diagram of the specific embodiment of the invention;
Fig. 7 is GRG stone column and the lower support steelframe pedestal connection diagram of the specific embodiment of the invention;
Wherein: 1 overlap joint steelframe; 2 inner support skeletons; 3 rotating shafts; 4 fixation clamps; 5 filter screens.
The specific embodiment
Embodiment: a kind of superelevation is imitated stone material rod structure, it comprises overlap joint steelframe 1, inner support skeleton 2, GRG stone column, upper support steelframe pedestal, lower support steelframe pedestal.
As shown in Figure 1, the cross steelframe that overlap joint steelframe 1 is assembled into by angle steel: by using computer software to simulate in advance on-the-spot built-in default required overlap joint steelframe 1, to meet the stressed underlying carrier needs of load.
As shown in Figure 3, multilayer overlap joint steelframe 1 is installed in GRG stone column, inner support skeleton 2 is perpendicular to cross steelframe face, through whole GRG stone column inside center, fixing with overlap joint steelframe 1 by welding: to use computer system to determine after built-in default required overlap joint steelframe 1, select suitable steelframe to make sample inner support skeleton 2, test skeleton internal stress, and optimize skeleton force structure.
As shown in Figure 6,7, on upper and lower supporting steel frame pedestal, be welded with rotating shaft 3, there is internal diameter steel ring rotating shaft 3 inside, the fixing stone column rotational structure that forms in two ends by internal diameter steel ring and inner support skeleton 2: at overlap joint steelframe 1 and inner support skeleton 2 after setting completed, connected mode by welding is fixed on rotating shaft 3 on upper and lower supporting steel frame pedestal, again overlap joint steelframe 1 is fixed on rotating shaft 3, realize rotating shaft 3 and overlap the integrated of steelframe 1 and upper and lower supporting steel frame pedestal, forming rotating rotation system.GRG stone column is divided into intermediate host and upper and lower two connecting portions, between main body and connecting portion by inner support skeleton 2 companies of passing through.Rotating shaft 3 is in factory, to customize according to the caliber size of pillar processing; Rotating shaft 3 links together the internal diameter steel ring of rotating shaft and the inner support skeleton 2 of basic unit's steelframe 1 and the supporting steel frame 6 of bottom above by the mode of welding.
As shown in Figure 4, at rotating shaft support point place, the bottom of the rotatable steel frame construction being assembled into one, be welded one and control fixation clamp 4 that rotating shaft rotates to control the rotation of whole shaft.In gap between lower support steelframe pedestal and GRG stone column, near rotating shaft 3, be provided with fixation clamp 4, fixation clamp 4 belows, termination are provided with spring washer, GRG stone column lower end and fixation clamp 4 corresponding positions, have the groove with fixation clamp 4 mating reactions.Fixation clamp 4 is upspring by the spring washer of bottom, after fixation clamp 4 is applied in external force and depresses, it is separated with shaft that fixation clamp 4 departs from post groove, thereby pillar can freely be rotated, when cancelling fixation clamp 4 external force action, spring washer is upspring fixation clamp 4, and the steel hook that bends up of fixation clamp 4 is snapped in the draw-in groove of shaft bottom, and pillar cannot be rotated.
As shown in Figure 5, two GRG cylinders that are divided into two are mounted on the overlap joint steelframe 1 being welded, to the rotatable GRG damaged surface that device completes carry out at least three times above thick in thin classification polishing, make GRG damaged surface meet paint application needs, now filter screen 5 is applied to GRG damaged surface, make filter screen 5 and GRG cylinder carry out sufficient combination, afterwards cylinder is carried out to layering, minute time paint application.GRG stone column surface is laid with filter screen 5.GRG stone column external coating has skin of paint.
It should be pointed out that for the present invention through absolutely proving, also can there is the embodiment of multiple conversion and remodeling, be not limited to above-mentioned specific embodiment.Above-described embodiment is as just explanation of the present invention, rather than limitation of the present invention.In a word, protection scope of the present invention should comprise those apparent conversion or alternative and remodeling to those skilled in the art.

Claims (7)

1. the imitative stone material rod structure of superelevation, is characterized in that: it comprises overlap joint steelframe (1), inner support skeleton (2), GRG stone column, upper support steelframe pedestal, lower support steelframe pedestal the cross steelframe of described overlap joint steelframe (1) for being assembled into by angle steel; Multilayer overlap joint steelframe (1) is installed in GRG stone column, and inner support skeleton (2) is perpendicular to cross steelframe plane, and through whole GRG stone column inside center, inner support skeleton (2) is fixing with overlap joint steelframe (1); On described upper support steelframe pedestal, be provided with rotating shaft (3), there is internal diameter steel ring rotating shaft (3) inside; On lower support steelframe pedestal, be provided with rotating shaft (3), there is internal diameter steel ring rotating shaft (3) inside, and upper support steelframe pedestal, lower support steelframe pedestal are respectively by the fixing stone column rotational structure that forms in two ends of internal diameter steel ring and inner support skeleton (2).
2. the imitative stone material rod structure of superelevation according to claim 1, is characterized in that: in the gap between described lower support steelframe pedestal and GRG stone column, be provided with the fixation clamp (4) rotating for controlling rotating shaft (3).
3. the imitative stone material rod structure of superelevation according to claim 2, is characterized in that: below, described fixation clamp (4) termination is provided with spring washer, and GRG stone column lower end offers the draw-in groove matching with fixation clamp (4).
4. the imitative stone material rod structure of superelevation according to claim 1, is characterized in that: described GRG stone column is divided into intermediate host and upper and lower two connecting portions, between main body and connecting portion by inner support skeleton (2) company of passing through.
5. the imitative stone material rod structure of superelevation according to claim 1, is characterized in that: two stone materials formations for being divided into two on described GRG stone column vertical direction.
6. the imitative stone material rod structure of superelevation according to claim 1, is characterized in that: described GRG stone column surface is laid with filter screen (5).
7. the imitative stone material rod structure of superelevation according to claim 1, is characterized in that: described GRG stone column external coating has skin of paint.
CN201310535933.6A 2013-11-03 2013-11-03 Ultra high stone-like column structure Active CN103590537B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
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Application Number Priority Date Filing Date Title
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CN103590537A true CN103590537A (en) 2014-02-19
CN103590537B CN103590537B (en) 2016-01-06

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Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0565446A1 (en) * 1992-04-07 1993-10-13 Georges Harnois Creation of closed or open living spaces such as verandas, pergolas, winter gardens or annexes
JPH06264559A (en) * 1993-01-07 1994-09-20 Shimizu Corp Precast concrete covered pillar and construction thereof
CN202227486U (en) * 2011-07-20 2012-05-23 李卫东 Installation structure for light timber-structure stake
CN202265937U (en) * 2011-09-20 2012-06-06 新世纪建设集团有限公司 Decorative roman column structure
CN203569797U (en) * 2013-11-03 2014-04-30 苏州金螳螂建筑装饰股份有限公司 Ultrahigh imitation stone column structure

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0565446A1 (en) * 1992-04-07 1993-10-13 Georges Harnois Creation of closed or open living spaces such as verandas, pergolas, winter gardens or annexes
JPH06264559A (en) * 1993-01-07 1994-09-20 Shimizu Corp Precast concrete covered pillar and construction thereof
CN202227486U (en) * 2011-07-20 2012-05-23 李卫东 Installation structure for light timber-structure stake
CN202265937U (en) * 2011-09-20 2012-06-06 新世纪建设集团有限公司 Decorative roman column structure
CN203569797U (en) * 2013-11-03 2014-04-30 苏州金螳螂建筑装饰股份有限公司 Ultrahigh imitation stone column structure

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