CN203640245U - Scaffold structure for building exterior wall construction - Google Patents
Scaffold structure for building exterior wall construction Download PDFInfo
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- CN203640245U CN203640245U CN201320869301.9U CN201320869301U CN203640245U CN 203640245 U CN203640245 U CN 203640245U CN 201320869301 U CN201320869301 U CN 201320869301U CN 203640245 U CN203640245 U CN 203640245U
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- connecting rod
- support frame
- main support
- rod
- welded
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Abstract
The utility model discloses a scaffold structure for building exterior wall construction. The scaffold structure comprises bases, main supporting frames, exterior corner connecting rods, interior corner connecting rods, transverse connecting rods, scaffold floors and fender rods. According to the scaffold structure, firstly, the prewelded main supporting frames are used for constructing building outer frames, and therefore waste of a large number of steel materials of ordinary scaffolds is avoided; in addition, by adopting the scaffold structure to conduct building outer frame construction, a large number of scattered frame pipes do not need to be hoisted, workers do not need to make the frame pipes in butt joint one by one, and the whole main supporting frames are directly used for construction, so that construction efficiency is high, and meanwhile construction safety is improved.
Description
Technical field
The utility model belongs to building operations technical field of tools, relates to a kind of external wall construction scaffolding structure.
Background technology
Fastener scaffold have dismounting flexibly, convenient transportation, the features such as highly versatile, in China, application is very extensive, in scaffolding work, its use amount accounts for more than 60%, is that current use amount is maximum, applies the most general a kind of scaffold.But outrigger workman need to hang effective frame tower crane on outrigger in construction, very dangerous in a large amount of frame pipe lifting processes, need to be subsequently docked on outrigger one by one, then take leger and little cross bar, finally lay scaffold floor, hang safety net.Every frame pipe weight is 20 kilograms of left and right, need to be docked on the docking point of 1.5 meters of height abnormally dangerously, and factual survey shows, once-through operation error at least occurs scaffolder every year, if accidents caused consequence is by hardly imaginable.Design of coupler scaffold is that construction efficiency is low by connection of single carrier Guan Yigen simultaneously, can not adapt to the needs of construction project development.Residue section all can be left in the frame pipe both ends of fastener scaffold in addition, and a large amount of construction exterior rack constructions can cause the waste of steel.
Utility model content
Main purpose of the present utility model is to provide a kind of external wall construction scaffolding structure, solves the defect that existing fastener scaffold construction is dangerous, efficiency of construction is low and cause steel to waste.
In order to realize goal of the invention, the technical scheme that the utility model adopts is, a kind of external wall construction scaffolding structure, include base, main support frame, exterior angle connecting rod, interior angle connecting rod, laterally connecting rod, scaffold floor and fender rod, base is " H " shape support body, top, base two ends is welded with respectively flange connecting plate, main support frame is welded into ladder shape by two montants and some little cross bars, on two footing of main support frame, be welded with the flange connecting plate corresponding with base, together with base is with bolts by flange connecting plate with main support frame, exterior angle connecting rod and interior angle connecting rod are the right-angle folding bending body of rod, the two ends of exterior angle connecting rod and interior angle connecting rod are respectively arranged with flange connecting plate, exterior angle connecting rod and interior angle connecting rod are for the adjacent main support frame of connecting building exterior wall corner, laterally connecting rod is the linear body of rod, laterally connecting rod two ends are respectively arranged with and exterior angle connecting rod, the flange connecting plate that interior angle connecting rod and adjacent horizontal connecting rod are connected, laterally connecting rod is for connecting the main support frame of arranging along external wall metope, scaffold floor is for adopting some thin steel bars along horizontal, longitudinal or oblique layout is also welded webbed plate body, scaffold floor utilizes the extension bolt level of its both sides of the edge welding to be articulated on main support frame, fender rod is the linear body of rod, fender rod is plugged on main support frame outside for hanging safety net.
Feature of the present utility model is also, between two montants of main support frame, is welded with oblique reinforced pole.
The beneficial effects of the utility model are:
1) adopting the utility model to carry out construction exterior rack construction does not need a large amount of scattered frame pipes of lifting, and workman is also without by docking of frame Guan Yigen, and working security is high;
2) the utility model is all-in-one-piece frame structure, and work progress is that frame structure is connected, and has greatly improved efficiency of construction;
3) the utility model is to process and re-use in advance according to necessary size, has avoided the residue section at frame pipe two ends, has reduced the waste of steel.
Accompanying drawing explanation
Fig. 1 is understructure schematic diagram of the present utility model;
Fig. 2 is the main support frame structure schematic diagram of one of the present utility model;
Fig. 3 is the main support frame structure schematic diagram of another kind of the present utility model;
Fig. 4 is the third main support frame structure schematic diagram of the present utility model;
Fig. 5 is exterior angle of the present utility model connecting rod structural representation;
Fig. 6 is interior angle connecting rod structural representation of the present utility model;
Fig. 7 is horizontal connecting rod structural representation of the present utility model;
Fig. 8 is scaffold floor structural representation of the present utility model;
Fig. 9 is the frame climbing structure schematic diagram that adopts the utility model to build;
Figure 10 is the builder's jack structural representation that adopts the utility model to build;
Figure 11 is the floor stand structural representation that adopts the utility model to build;
In figure, 1. base, 2. main support frame, 3. exterior angle connecting rod, 4. interior angle connecting rod, 5. horizontal connecting rod, 6. scaffold floor, 7. fender rod, 8. flange connecting plate, 9. thin steel bar, 10. hangs bolt, 11. bolt mounting holes, 12. i iron.
The specific embodiment
Below in conjunction with the drawings and specific embodiments, the utility model is elaborated.
The utility model provides a kind of external wall construction scaffolding structure, include base 1, main support frame 2, exterior angle connecting rod 3, interior angle connecting rod 4, laterally connecting rod 5, scaffold floor 6 and fender rod 7, base 1 is " H " shape support body, top, base two ends is welded with respectively flange connecting plate 8, main support frame 2 is welded into ladder shape by two montants 21 and some little cross bars 22, on two footing of main support frame 2, be welded with the flange connecting plate corresponding with base 8, together with base 1 is with bolts by flange connecting plate 8 with main support frame 2, exterior angle connecting rod 3 and interior angle connecting rod 4 are the right-angle folding bending body of rod, the two ends of exterior angle connecting rod 3 and interior angle connecting rod 4 are respectively arranged with flange connecting plate 8, exterior angle connecting rod 3 and interior angle connecting rod 4 are for the adjacent main support frame 2 of connecting building exterior wall corner, laterally connecting rod 5 is the linear body of rod, laterally connecting rod 5 two ends are respectively arranged with and exterior angle connecting rod 3, the flange connecting plate 8 that interior angle connecting rod 4 and adjacent horizontal connecting rod 5 are connected, laterally connecting rod 5 is for connecting the main support frame 2 of arranging along external wall metope, scaffold floor 6 is for adopting some thin steel bars 9 along horizontal, longitudinal or oblique layout is also welded webbed plate body, scaffold floor 6 utilizes extension bolt 10 levels of its both sides of the edge welding to be articulated on main support frame 2, fender rod 7 is the linear body of rod, fender rod 7 is plugged on main support frame 2 outsides for hanging safety net.
When concrete enforcement, as shown in Figure 1, base 1 adopts a long transverse lever and two short montants to be welded into " H " shape support body, and the top of two short montants is welded with respectively a flange connecting plate 8, and flange connecting plate 8 rear and front ends are respectively arranged with the bolt mounting holes 11 running through.As shown in Fig. 2, Fig. 3 or Fig. 4, main support frame 2 is welded into ladder shape by two montants 21 and some little cross bars 22, distance between two little cross bars 22 is preferably 1.8 meters, and main support frame 2 whole heights determine according to the height of construction floor, are generally no more than 14.4 meters.Between two montants 21 of main support frame 2, be welded with oblique reinforced pole 23, reinforced pole 23 is triangularly arranged and can increases the structural strength of main support frame 2 with montant 21 and little cross bar 22.Montant 21 tops that are positioned at outside on main support frame 2 are plugged with fender rod 7, and fender rod 7 tops also adopt reinforced pole 23 and the top of another root montant 21 to weld.On two footing of main support frame 2, be welded with respectively the flange connecting plate corresponding with base 18, when installation, two flange connecting plates 8 on base 1 are relative with two flange connecting plates 8 of main support frame 2 footing, upper and lower bolt mounting holes 12 aligns, and adopts bolt that both are fixed together.As shown in Figure 5 and Figure 6, exterior angle connecting rod 3 and interior angle connecting rod 4 are the right-angle folding bending body of rod, and two ends are respectively arranged with flange connecting plate 8, and as shown in Figure 7, laterally connecting rod 5 is the linear body of rod, and two ends are also provided with flange connecting plate 8.Exterior angle connecting rod 3, interior angle connecting rod 4 and horizontal connecting rod 5 are for being connected and fixed main support frame 2, building operations outrigger adopts some main support frames 2 to arrange along building external while building, employing exterior angle, the outside connecting rod 3 of the adjacent several main support frame 2 of corner connects, inner side adopts interior angle connecting rod 4 to connect, between remaining main support frame 2, all adopt horizontal connecting rod 5 to be connected and fixed, exterior angle connecting rod 3 and interior angle connecting rod 4 with laterally between connecting rod 5, adopt bolt to be connected by flange connecting rod.As shown in Figure 8, scaffold floor 6 is for adopting some thin steel bars 9 along horizontal, longitudinal or oblique layout and welding webbed plate body, the lateral edges of scaffold floor 6 is welded with hangs bolt 10, and after main support frame 2 is put up, scaffold floor 6 is articulated on horizontal connecting rod 5 by hanging bolt 10.
Below in conjunction with specific embodiment, the utility model is described in further detail:
Embodiment 1: the building of external wall corner climbing frame, as shown in Figure 9, climbing frame generally adopts the unsettled installation of suspension lifting device, its bottom support body must guarantee to have enough structural strengths, therefore the bottom support body of climbing frame is general adopts common design of coupler scaffold to build, on fastener scaffold, again by the main support frame 2 of flange connecting plate 8 connection, after main support frame 2 installs, articulate again scaffold floor 6, complete erection of frames.
Embodiment 2: the building of external wall corner builder's jack, as shown in figure 10, builder's jack generally adopts i iron 12 to be fixed on floor layer and also will cornice and stretch out, on base 1 is welded on and is corniced, on base 1, be fixedly connected with main support frame 2 by flange connecting plate 8 more subsequently, after all main support frames 2 fix, articulate again scaffold floor 6, complete erection of frames.
Embodiment 3: the building of external wall corner floor stand, as shown in figure 11, the main support frame 2 of the general direct employing of floor stand is installed on the ground, articulates scaffold floor 6 after all main support frames 2 fix again, and completes erection of frames.
More than show and described basic principle of the present utility model, principal character and advantage of the present utility model; above-mentioned embodiment and manual are principle of the present utility model; under the prerequisite that does not depart from the utility model spirit and scope, the utility model also has various changes and modifications, and these changes and improvements all fall in claimed scope of the present utility model.The protection domain that the utility model requires is defined by claims and equivalent thereof.
Claims (2)
1. an external wall construction scaffolding structure, it is characterized in that, include base (1), main support frame (2), exterior angle connecting rod (3), interior angle connecting rod (4), laterally connecting rod (5), scaffold floor (6) and fender rod (7), described base (1) is " H " shape support body, top, base two ends is welded with respectively flange connecting plate (8), described main support frame (2) is welded into ladder shape by two montants (21) and some little cross bars (22), on two footing of main support frame (2), be welded with the flange connecting plate corresponding with base (8), together with base (1) is with bolts by flange connecting plate (8) with main support frame (2), described exterior angle connecting rod (3) and interior angle connecting rod (4) are the right-angle folding bending body of rod, the two ends of exterior angle connecting rod (3) and interior angle connecting rod (4) are respectively arranged with flange connecting plate (8), exterior angle connecting rod (3) and interior angle connecting rod (4) are for the adjacent main support frame (2) of connecting building exterior wall corner, described horizontal connecting rod (5) is the linear body of rod, laterally connecting rod (5) two ends are respectively arranged with and exterior angle connecting rod (3), the flange connecting plate (8) that interior angle connecting rod (4) and adjacent horizontal connecting rod (5) are connected, laterally connecting rod (5) is for connecting the main support frame (2) of arranging along external wall metope, described scaffold floor (6) is for adopting some thin steel bars (9) along horizontal, longitudinal or oblique layout is also welded webbed plate body, scaffold floor (6) utilizes extension bolt (10) level of its both sides of the edge welding to be articulated on main support frame (2), described fender rod (7) is the linear body of rod, fender rod (7) is plugged on main support frame (2) outside and is used for hanging safety net.
2. a kind of external wall construction scaffolding structure as claimed in claim 1, is characterized in that, between two montants (21) of described main support frame (2), is welded with oblique reinforced pole (23).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320869301.9U CN203640245U (en) | 2013-12-24 | 2013-12-24 | Scaffold structure for building exterior wall construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320869301.9U CN203640245U (en) | 2013-12-24 | 2013-12-24 | Scaffold structure for building exterior wall construction |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203640245U true CN203640245U (en) | 2014-06-11 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201320869301.9U Expired - Fee Related CN203640245U (en) | 2013-12-24 | 2013-12-24 | Scaffold structure for building exterior wall construction |
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| Country | Link |
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| CN (1) | CN203640245U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107083803A (en) * | 2017-06-14 | 2017-08-22 | 安徽农业大学 | A kind of cylindrical associating skeleton of building body |
-
2013
- 2013-12-24 CN CN201320869301.9U patent/CN203640245U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107083803A (en) * | 2017-06-14 | 2017-08-22 | 安徽农业大学 | A kind of cylindrical associating skeleton of building body |
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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 |
Granted publication date: 20140611 Termination date: 20141224 |
|
| EXPY | Termination of patent right or utility model |