CN204059903U - Large area is encorbelmented the construction bearing platform of building - Google Patents
Large area is encorbelmented the construction bearing platform of building Download PDFInfo
- Publication number
- CN204059903U CN204059903U CN201420448685.1U CN201420448685U CN204059903U CN 204059903 U CN204059903 U CN 204059903U CN 201420448685 U CN201420448685 U CN 201420448685U CN 204059903 U CN204059903 U CN 204059903U
- Authority
- CN
- China
- Prior art keywords
- fixing feet
- cantilever supporting
- supporting frame
- frame
- building
- 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.)
- Withdrawn - After Issue
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Abstract
The utility model discloses a kind of large area to encorbelment the construction bearing platform of building, comprise cantilever supporting frame and base plate, described cantilever supporting frame from-inner-to-outer is inclined upwardly, the stepped distribution of cantilever supporting frame, the medial extremity of described cantilever supporting frame is with vertical fixing feet and horizontal fixing feet, vertical fixing feet is fixed in structural beams, and described horizontal fixing feet is fixed on floor plate, and supporting plate frame is located on adjacent two cantilever supporting frames.In the utility model, rely on building main body floor plate erection cantilever supporting frame, cantilever supporting frame one end is fixed on floor plate, frame plate is placed successively on the cantilever supporting frame of stepped distribution, only need upwards to lay step by step when placing frame plate, and when dismantling frame plate equally only need from outer to inner remove downwards step by step, its set up and dismounting mode very easy, and structure is simple, cost is lower, is especially applicable to large area and encorbelments the construction bearing platform of building.
Description
Technical field
The utility model relates to a kind of large area and to encorbelment the construction bearing platform of building.
Background technology
The encorbelment construction of building of tradition large area generally can only rely on traditional scaffold, and set up man-hour that traditional pin hand cradle expends and cost all higher, and be not often suitable for large area and encorbelment building.
Utility model content
In order to overcome the deficiencies in the prior art, technical problem to be solved in the utility model is to provide that a kind of structure is simple, cost is lower, set up the large area of being applicable to easily to encorbelment building encorbelments the construction bearing platform of building.
The utility model solves the technical scheme that its technical problem adopts: large area is encorbelmented the construction bearing platform of building, comprise cantilever supporting frame and base plate, it is characterized in that: described cantilever supporting frame from-inner-to-outer is inclined upwardly, the stepped distribution of described cantilever supporting frame, the medial extremity of described cantilever supporting frame is with vertical fixing feet and horizontal fixing feet, described vertical fixing feet is fixed in structural beams, and described horizontal fixing feet is fixed on floor plate, and described supporting plate frame is located on adjacent two cantilever supporting frames.
In the utility model, rely on building main body floor plate erection cantilever supporting frame, cantilever supporting frame one end is fixed on floor plate, frame plate is placed successively on the cantilever supporting frame of stepped distribution, only need upwards to lay step by step when placing frame plate, and when dismantling frame plate equally only need from outer to inner remove downwards step by step, its set up and dismounting mode very easy, and structure is simple, cost is lower, is especially applicable to large area and encorbelments the construction bearing platform of building.
Accompanying drawing explanation
Below in conjunction with drawings and Examples, the utility model type is further illustrated.
Fig. 1 is that large area that the utility model provides is encorbelmented the structural representation of the first embodiment of construction bearing platform of building.
Fig. 2 is the vertical fixing feet of cantilever supporting frame in Fig. 1 and the fixed structure schematic diagram of horizontal fixing feet.
Fig. 3 is the schematic top plan view of the construction bearing platform in Fig. 1.
Fig. 4 to encorbelment the structural representation of construction bearing platform the second embodiment of building for large area that the utility model provides.
Detailed description of the invention
As Fig. 1, Fig. 2, shown in Fig. 3, the large area that the utility model provides encorbelment building construction bearing platform the first embodiment in, comprise cantilever supporting frame 1 and base plate 2, described cantilever supporting frame 1 from-inner-to-outer is inclined upwardly, the stepped distribution of described cantilever supporting frame 1, the medial extremity of described cantilever supporting frame 1 is with vertical fixing feet 3 and horizontal fixing feet 4, described vertical fixing feet 3 is fixed in structural beams, described horizontal fixing feet 4 is fixed on floor plate, described supporting plate frame 2 is located on adjacent two cantilever supporting frames 1, drag-line 5 is strained on the outboard end of described cantilever supporting frame 1 and the fixing feet of last layer building.In the present embodiment, described cantilever supporting frame 1 comprises truss 1a and the L shape card base 1b of integrative-structure, described truss 1a comprises two row side truss 1c, side truss 1c comprises upper shaft lever 1d and lower axostylus axostyle 1e, multiple brace 1f is adopted to be connected to form three-legged structure from beginning to end successively between upper shaft lever 1d and lower axostylus axostyle 1e, the distribution in isosceles triangle between adjacent two brace 1f, angular bisector erection along described isosceles triangle has vertical rod 1g, two brace 1f joining places on described both sides truss 1c are connected by cross bar 1h, and L shaped steel frame weldering 1j is connected on upper shaft lever 1d; Described horizontal fixing feet 4 and vertical fixing feet 3 are respectively the lateral part of L shape card base 1b and vertical part, the upper shaft lever 1d of described truss 1a is fixedly welded in the horizontal fixing feet 4 of L shape card base 1b, and the lower axostylus axostyle 1e of described truss 1a is fixedly welded in the vertical fixing feet 3 of L shape card base 1b.
With reference to accompanying drawing 2, shown in 4, there is following difference in encorbelment the second embodiment of construction bearing platform of building and the first embodiment of the large area that the utility model provides: described vertical fixing feet 3 and horizontal fixing feet 4 are fixed with semicircular junction plate 6, the metal sheet that described vertical fixing feet 3 and horizontal fixing feet 4 are formed in one, described cantilever supporting frame 1 and junction plate 6 with connecting axle 7 for axis rotation is connected, described junction plate 6 outer arcuate is distributed with the jack 8 of multiple differing heights, screens bar 9 inserts in adjacent two jacks 8, screens bar 9 is supported on the bottom of cantilever supporting frame.In the present embodiment, by swinging the angle of inclination of adjustment cantilever supporting frame 1, then it is fixing to be stuck in realization bottom cantilever supporting frame 1 by screens bar 9.
The utility model additionally provides above-mentioned large area and to encorbelment the construction method of construction bearing platform of building, comprising: a, manufacture cantilever supporting frame 1 and base plate 2; B, floor plate and structural beams punch respectively and imbeds setscrew, horizontal fixing feet 4 and vertical fixing feet 3 are aimed at setscrew to arrange, screw is entered in setscrew and then by horizontal fixing feet 4 and vertical fixing feet 3 through horizontal fixing feet 4 and vertical fixing feet 3 and clenches respectively on floor plate and structural beams, make cantilever supporting frame 1 tilt upward setting outwardly; C, upwards base plate 2 two ends to be erected at step by step on adjacent cantilever supporting frame 1 and colligation is fixed along the ladder from-inner-to-outer of cantilever supporting frame 1; After d, architecture construction of encorbelmenting complete, the ladder along cantilever supporting frame 1 is from outer to inner downward step by step to be removed base plate 2 and to regain.
Claims (2)
1. a large area is encorbelmented the construction bearing platform of building, comprise cantilever supporting frame and base plate, it is characterized in that: described cantilever supporting frame from-inner-to-outer is inclined upwardly, the stepped distribution of described cantilever supporting frame, the medial extremity of described cantilever supporting frame is with vertical fixing feet and horizontal fixing feet, described vertical fixing feet is fixed in structural beams, and described horizontal fixing feet is fixed on floor plate, and described supporting plate frame is located on adjacent two cantilever supporting frames.
2. large area according to claim 1 is encorbelmented the construction bearing platform of building, it is characterized in that: described cantilever supporting frame comprises truss and the L shape card base of integrative-structure, described truss comprises two row side truss, side truss comprises upper shaft lever and lower axostylus axostyle, multiple brace is adopted to be connected to form three-legged structure from beginning to end successively between upper shaft lever and lower axostylus axostyle, the distribution in isosceles triangle between adjacent two braces, angular bisector erection along described isosceles triangle has vertical rod, two brace joining places on the truss of described both sides are connected by cross bar, and L shaped steel frame is welded on upper shaft lever; Described horizontal fixing feet and vertical fixing feet are respectively the lateral part of L shape card base and vertical part, and the upper shaft lever of described truss is fixedly welded in the horizontal fixing feet of L shape card base, and the lower axostylus axostyle of described truss is fixedly welded in the vertical fixing feet of L shape card base.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420448685.1U CN204059903U (en) | 2014-08-11 | 2014-08-11 | Large area is encorbelmented the construction bearing platform of building |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420448685.1U CN204059903U (en) | 2014-08-11 | 2014-08-11 | Large area is encorbelmented the construction bearing platform of building |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204059903U true CN204059903U (en) | 2014-12-31 |
Family
ID=52201446
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420448685.1U Withdrawn - After Issue CN204059903U (en) | 2014-08-11 | 2014-08-11 | Large area is encorbelmented the construction bearing platform of building |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204059903U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104196221A (en) * | 2014-08-11 | 2014-12-10 | 泰昌建设有限公司 | Construction bearing platform for large-area cantilevered building and method for setting up construction bearing platform |
-
2014
- 2014-08-11 CN CN201420448685.1U patent/CN204059903U/en not_active Withdrawn - After Issue
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104196221A (en) * | 2014-08-11 | 2014-12-10 | 泰昌建设有限公司 | Construction bearing platform for large-area cantilevered building and method for setting up construction bearing platform |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| AV01 | Patent right actively abandoned |
Granted publication date: 20141231 Effective date of abandoning: 20160817 |
|
| C25 | Abandonment of patent right or utility model to avoid double patenting |