CN208981741U - Scaffold system and its scaffold structure - Google Patents
Scaffold system and its scaffold structure Download PDFInfo
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- CN208981741U CN208981741U CN201821287477.2U CN201821287477U CN208981741U CN 208981741 U CN208981741 U CN 208981741U CN 201821287477 U CN201821287477 U CN 201821287477U CN 208981741 U CN208981741 U CN 208981741U
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- scaffold structure
- loop bar
- girder steel
- support component
- plate
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Abstract
The utility model provides a kind of scaffold system and its scaffold structure, and wherein scaffold structure is to overlap two girder steels extended toward different direction to provide area of safety operaton.Scaffold structure includes support component and guard rail.Support component extends towards first direction, and both ends are respectively provided with clinch, to be overlapped in two girder steels respectively.Wherein acute angle is respectively formed between first direction and two extending directions of two girder steels.Guard rail erects the side for being connected to support component, and extends between two clinch.
Description
Technical field
The utility model relates to a kind of construction equipments, more particularly to a kind of scaffold system and its scaffold structure.
Background technique
In the city of the thick population explosion of the narrow people in ground, in order to strive for more spaces, floor the more is covered the more more and high
It is the trend of Urban Architecture that degree, which the more is built the more high,.
The basic beam column construction in general high-storey building is mixed by armored concrete, steel skeleton structure concrete or reinforcing bar reinforcing bar
Solidifying soil is constituted.It is after steel skeleton structure combination is first built into beam column construction, then to coat coagulation for steel skeleton structure concrete
Soil is as fire prevention coating.Construction flexible is higher and toughness is stronger compared to other two kinds for this steel skeleton structure.
When construction personnel carries out operation in steel skeleton structure, generally requires to stand on beam and construct.When needs pair
When column side face construction between two beams, often plank is connected across on two crossbeams, construction personnel trample again on this plank and
It is able to carry out construction operation.Only, such form of construction work, if construction personnel may not when without safety equipment appropriate protection
It does not drop.Therefore, the form of construction work of the plank temporarily built routinely is stood on to the safeguard protection of construction personnel and undistributed.
To solve the above-mentioned problems, a kind of construction equipment is provided, construction personnel is able to ascend and makees in carrying out steel skeleton structure
Safety when industry, for industry institute long-felt.
Utility model content
The first purpose of the utility model embodiment is to provide a kind of scaffold system and its scaffold structure, to take
The girder steel that different direction extends is access to provide area of safety operaton, safety when further lifting construction.
Therefore, in order to achieve the above object, the utility model embodiment provides a kind of scaffold structure, to overlap toward different side
To extension two girder steels to provide area of safety operaton.Scaffold structure includes support component and guard rail.Support group
Part towards first direction extend, both ends are respectively provided with clinch, to be overlapped in two girder steels respectively, wherein first direction with
Acute angle is respectively formed between two extending directions of two girder steels.Guard rail erects the side for being connected to support component, and along two
Extend between clinch.
Another embodiment of the utility model provides a kind of scaffold system, to be overlapped in the first girder steel, the second girder steel with
And third girder steel.Scaffold system includes two above-mentioned scaffold structures and extension fixing piece.The one of scaffold structure
It is overlapped in the side of the first girder steel and the side of the second girder steel, another other side for being overlapped in the second girder steel of scaffold structure
And the side of third girder steel.The both ends for extending fixing piece are separately connected the guard rail of two scaffold structures.
In the embodiments of the present invention, the support component of scaffold structure is removably overlapped in two girder steels
On, and guard rail is erected in support component.In this way, guard rail can when construction personnel stands in support component
To protect construction personnel to fall.In addition, guard rail is that folding is empty to save storage in the embodiments of the present invention
Between, therefore scaffold structure is also convenient for carrying and stores in addition to it may be reused, and while increasing safety, may be used also
It reduces and sets up time and production cost.
Detailed description of the invention
Fig. 1 is the stereoscopic schematic diagram according to a kind of scaffold structure for being overlapped in two girder steels of the utility model embodiment.
Fig. 2 is that the first end of the scaffold structure of Fig. 1 is overlapped in the floor map of girder steel.
Fig. 3 is that the first end of the scaffold structure of Fig. 1 is overlapped in the perspective view of the explosion of girder steel.
Fig. 4 is that the guard rail of the scaffold structure of Fig. 1 is in the schematic top plan view of receiving state.
Fig. 5 is the three-dimensional signal according to a kind of scaffold structure for being overlapped in two girder steels of another embodiment of the utility model
Figure.
Fig. 6 is the elevational schematic view of the scaffold structure of Fig. 5.
Fig. 7 is to be overlapped in three scaffold systems for being mutually connected girder steel according to a kind of of another embodiment of the utility model
Schematic top plan view.
Fig. 8 is the three-dimensional signal according to a kind of scaffold structure for being overlapped in two girder steels of another embodiment of the utility model
Figure.
Specific embodiment
It the effect of to better understand the feature, content and advantage of the utility model and its can reach, will be originally practical new
Type cooperates attached drawing, and detailed description are as follows with the expression-form of embodiment, and wherein used schema, purport are only to illustrate
And book is aided in illustrating, therefore the claim not that should not interpret, limit to the utility model with regard to the ratio of institute's accompanying drawings and arrangement relation
Book.
Referring to FIG. 1, it is a kind of scaffold structure for being overlapped in two girder steels 91,92 according to the utility model embodiment
100 stereoscopic schematic diagram.This practical utility model provides a kind of scaffold structure 100, is used for the steel rib beam column of construction site
Structure.For example, scaffold structure 100 can be used to overlap two girder steels 91,92 extended toward different direction to provide safety
Working region.Wherein, one end of each girder steel 91,92 may be connected to steel column 93, and girder steel 91,92 is generally coplanar, with common
Form flooring.
Scaffold structure 100 includes support component 1 and guard rail 2.Support component 1 extends towards first direction D1
(as shown in fig. 6, its schematic top plan view for the scaffold structure 200 of Fig. 5).Support component 1 can be the pedal of strip, can
As made by metal material, such as aluminium alloy.Since the other metals of aluminium alloy weight ratio are light, it is easily carried and assembles.In addition,
The both ends of support component 1 are respectively provided with clinch 10, to be overlapped in two girder steels 91,92 respectively.In the present embodiment, two
Girder steel 91,92 is substantially perpendicular to each other, and when support component 1 is connected across two girder steel 91,92 through clinch 10, as shown in fig. 6,
The the first extending direction E1 and the second extending direction E2 of first direction and two girder steels 91,92 that support component 1 is extended it
Between be respectively formed acute angle A.In other words, it is watched by the angle of Fig. 6, support component 1 can be collectively formed sharp with two girder steels 91,92
Angle triangle or isosceles triangle.
Support component 1 introduced below is overlapped in the structure of two girder steels 91.Fig. 2 and 3 is please referred to, wherein Fig. 2 is the construction of Fig. 1
The first end of frame structure 100 is overlapped in the floor map of girder steel 91, and Fig. 3 is that the first end of the scaffold structure 100 of Fig. 1 is taken
It is connected to the perspective view of the explosion of girder steel 91.
Each clinch 10 at 1 both ends of support component includes the first plate 11, the second plate 12 and third plate 13.Second
Support component 1 is fixed in the side of plate 12.The both ends of second plate 12 are respectively and fixedly connected with the first plate 11 and third plate 13,
To form accommodating space, to accommodate one interconnecting piece 912 in two girder steels 91.In the present embodiment, the first plate 11 and
D1's third plate 13 extends outwardly along a first direction, and the first plate 11, the second plate 12 and third plate 13 can be integrated
Molding.In addition, clinch 10 further includes forcing piece 14 and gasket 15.Gasket 15 is separably connect with forcing piece 14, and first
Plate 11 has perforation 110, and forcing piece 14 wears perforation 110, against gasket 15 with packing interconnecting piece 912, makes 912 quilt of interconnecting piece
It is held between third plate 13 and gasket 15.In the present embodiment, the interconnecting piece 912 of girder steel 91 can be 91 upside of girder steel
Wing plate, and forcing piece 14 can be screw, the rotatable mode of screw is arranged in the threaded perforation 110 of tool and against gasket
15.In the present embodiment, it can contact since the area of gasket 15 is greater than forcing piece 14 in the area of interconnecting piece 912, gasket
15 use can expand the contact area of the urgent interconnecting piece 912 in girder steel 91,92 of clinch 10, and then it is firm to promote that overlapped
Degree.
When support component 1 to be assembled arrives girder steel 91, firstly, user moves support component 1, so that accommodating space accommodates
The outer end of interconnecting piece 912, the second plate 12 can also be resisted against the end face of interconnecting piece 912.Third plate 13 is placed in interconnecting piece again
912 the first side 914.Then, gasket 15 is first sheathed on forcing piece 14, then forces in forcing piece 14, so that 15 bottom of gasket
It is against second side 916 of connector.In this way, relative to each other the first side 914 and second side 916 of interconnecting piece 912 is held on the
Between three plates 13 and gasket 15, support component 1 is securable on girder steel 91.
When each clinch 10 at 1 both ends of support component to be dismantled is when the interconnecting piece 912 of girder steel 91, user can opposite direction torsion
Turn forcing piece 14 so that it is unclamped, gasket 15 can be removed from interconnecting piece 912.Then, the mobile third plate 13 of user be detached from
Interconnecting piece 912 completes disassembly.In addition, the mode that the clinch 10 of 1 other end of support component is overlapped in girder steel 92 is taken with above-mentioned
The mode for being connected to girder steel 91 is identical.
In addition, support component 1 includes pedal 16 and two sleeves 17, wherein two sleeves 17 are fixedly arranged on the both ends of pedal 16.
In the present embodiment, sleeve 17 is the both ends for being fixedly arranged on pedal 16 in a welding manner.In other embodiments, sleeve 17 can be with
The mode of bolt locking is fixed on pedal 16.Pedal 16 can have multiple grooves or raised line, be stood on further promoting user
Frictional force when pedal 16.
Fig. 1,2 are please referred to, guard rail 2 erects the side for being connected to support component 1, and prolongs between two clinch 10
It stretches.In more detail, guard rail 2 includes two loop bars 22 and an at least connecting rod 24.Two loop bars 22 are respectively with detachable side
Formula is sheathed in two sleeves 17 of support component 1, and the both ends of an at least connecting rod 24 are connected respectively to two loop bars 22.In this implementation
In example, at least the quantity of a connecting rod 24 is two, wherein distinguishes pivotably attached two loop bar in the both ends of connecting rod 24
22.In this way, guard rail 2 can have according to the change of package assembly and use position and reception position.As shown in Figure 1, in
When using position, connecting rod 24 is generally normal to two loop bars 22 of connection；Fig. 4 is the guard rail 2 of the scaffold structure 100 of Fig. 1
Schematic top plan view in reception position, when reception position, connecting rod 24 is substantially parallel to each other with two loop bars 22.This protective fence
The storage mode of bar 2, can be greatly decreased the volume of guard rail 2, in favor of accommodating and carrying.
In addition, guard rail 2 can also be as made by metal.For example, metal can be light aluminum alloy, can so make to prevent
Guard rail rod 2 has the characteristics that be convenient for carrying and assemble.
Fig. 1 to 3 is please referred to, in more detail, two sleeves 17 of support component 1 are respectively provided with positioning device 172 in wherein,
Two loop bars 22 at the both ends of guard rail 2 are respectively provided with positioning region 222, and two positioning regions 222 are removably fixed with two respectively
Position device 172 engages.In the present embodiment, positioning device 172 includes the connected pin 1721 of two elasticity, and protrusion is arranged in sleeve
In the wears groove 171 of 17 outside wall surface；The positioning region 222 of loop bar 22 includes two wears grooves 227.Upon assembly, 22 stress of loop bar is downward
Be sheathed on the outside of sleeve 17, the pins 1721 of 172 two sides of positioning device can simultaneously elasticity be arranged in the wears groove 171 of sleeve 17 with
And in two wears grooves 227 of the positioning region 222 of loop bar 22, loop bar 22 fixed whereby and sleeve 17.When dismantling loop bar 22, Yong Huke
The pin outstanding 1721 for pressing positioning device 172, so that the pin 1721 outstanding of positioning device 172 is pressed into loop bar 22 and sleeve
In 17, user can be drawn upwardly out loop bar 22 to exit sleeve 17.
Therefore, the setting of guard rail 2 is accidentally fallen into when can avoid construction personnel's progress operation in support component 1
Outside.In this way, the safety of construction can be substantially improved.
Please refer to Fig. 1 to 3, in the present embodiment, scaffold structure 100 further includes two fixtures 3, fixture 3 each
One end be fixed on guard rail 2, the other end is fixed on one upper flange 918 in two girder steels 91,92.Come in more detail
It says, in the present embodiment, each fixture 3 may include the C-type clamp 32 being connected with each other and lantern ring 34.Lantern ring 34 is slideably sheathed on
Outside loop bar 22, and fixture 3 can be made to rotate around the outside wall surface of loop bar 22, to adjust the position that lantern ring 34 is fixed on loop bar 22.
On the other hand, C-type clamp 32 can clamping in the upper flange 918 of girder steel 91,92, and C type folder 32 comprising fixed folder portion 320 and can revolve
Turn folder portion 322.Wherein, rotatable folder portion 322 can be rotated relative to fixed folder portion 320, be fixed on upper limb to adjust C-type clamp 32
The position of plate 918.Fixture 3 further includes two fixing pieces 36, and fixing piece 36 may be, for example, screw, and fixing piece 36 is removably
C-type clamp 32 and lantern ring 34 are fixed respectively in upper flange 918 and lantern ring 34.When fixture 3 is adjusted to be intended to connect protection by user
Behind the position of the upper flange 918 of the sleeve 17 and girder steel 91,92 of railing 2, fixing piece 36 is fixed in C-type clamp 32 by user again.
In this way, the assembling of fixture 3 can be completed.The setting of this fixture 3 can promote guard rail 2 and be fixed on the firm of support component 1
Property.
Referring to figure 5., 6, wherein Fig. 5 is that two girder steels 91,92 are overlapped according to one kind of another embodiment of the utility model
Scaffold structure 200 stereoscopic schematic diagram, Fig. 6 be Fig. 5 scaffold structure 200 elevational schematic view.
In the present embodiment, scaffold structure 200 further includes protective net 4, and the other side of support component 1 further includes at least one
Tool 18 is hooked, the hook being removably fixed at least one hook tool 18 and two girder steels 91,92 around protective net 4
Tool 919.In this way, can avoid construction personnel falls into the gap between two girder steels 91,92 and support component 1, and then it is substantially improved and applies
The safety of work.
Fig. 7 is please referred to, for according to a kind of construction for being overlapped in three interconnection girder steels of the utility model embodiment
The vertical view cut-away illustration of frame system 300.The utility model embodiment provides a kind of scaffold system 300, to be overlapped in
One girder steel 94, the second girder steel 95 and third girder steel 96, and the one of each first girder steel 94, the second girder steel 95 and third girder steel 96
End is connected to steel column 93, flooring is collectively formed.Scaffold system 300 includes the scaffold structure 100 of two above-described embodiments
And extend fixing piece 5.Scaffold structure 100 is overlapped in the side of the first girder steel 94 and the side of the second girder steel 95, and another
One scaffold structure 100 is overlapped in the other side of the second girder steel 95 and the side of third girder steel 96.Extend the two of fixing piece 5
End is separately connected the casing 22 of the guard rail 2 of two scaffold structures 100.In addition, extend fixing piece 5 can using locking and/or
The mode of socket is fixed on the casing 22 of two guard rails 2.
The non-limiting girder steel in above-described embodiment of the girder steel type applied in the utility model.Fig. 8 is please referred to, is root
According to a kind of stereoscopic schematic diagram of scaffold structure 400 for being overlapped in two girder steels 97 of another embodiment of the utility model.In this reality
It applies in example, girder steel 97 is a kind of H profile steel beam, i.e. the two sides of girder steel 97 are respectively provided with upper flange 971 and lower wing plate 972.Scaffold
The side fixed protection railing 2 of the fixture 3 of structure 400, the other side of fixture 3 and gasket 15 are fixed on upper flange 971.Scaffold
The opposite sides of the guard rail 2 of structure 400 is individually fixed on lower wing plate 972.
Therefore, the scaffold structure of this practical utility model can be applied to different types of girder steel, and can be according to girder steel
Size and shape carry out the modification of structure.
In summary, according to scaffold system disclosed in the utility model and its scaffold structure, scaffold structure
Support component be removably overlapped on two girder steels, and guard rail is erected in support component.In this way, when construction
When personnel are stood in support component to steel column progress construction operation, guard rail can protect construction personnel, to avoid falling.
Further, since support component and guard rail be all it is detachable, may be reused and be convenient for carrying, do not need to repeat
Manufacture the plank of bridging.Therefore, it while increasing safety, can also reduce time and production cost.
Term " one " herein or "an" are the element and ingredient to describe the utility model.This term only for
Narration is convenient and gives the basic concepts of the utility model.This, which is described, should be read to include a kind of or at least one, and unless
It significantly refers else, also includes plural number when otherwise indicating singular.When being used together in claims with one word of "comprising",
The term " one " may mean that one or more than one.In addition, term "or" herein its meaning with " and/or ".
Unless specified otherwise herein, otherwise for example " top ", " lower section ", " upward ", " left side ", " the right ", " downward ", " top
The spatial descriptions such as portion ", " bottom ", " vertical ", "horizontal", " side ", " higher ", " lower part ", " top ", " top ", " following " relate to
And the direction shown in figure is indicated.It should be understood that spatial description used herein is for illustration purposes only, and this
The actual implementation of structure described in text can be spatially arranged with any relative direction, this restrictive condition will not change this reality
The advantages of with new embodiment.For example, in the description of some embodiments, the element for providing " " another element "upper" can
Cover previous the element situation of (for example, being physically contacted with latter element) and one or more intervention members directly on latter element
Situation of the part between previous element and latter element.
As used herein, term " substantially ", " generally ", " substantive " and " about " is small to describe and consider
Variation.When being used in combination with event or situation, the term can refer to event or situation clearly there is a situation where and event
Or situation pole be similar to there is a situation where.
Embodiment described above is only to illustrate that the technical idea and feature of the utility model, purpose make fields
Technical staff can understand the content of the utility model and implement accordingly, when cannot with restriction the utility model patent model
It encloses, according to equivalent change or modification made by spirit disclosed in the utility model, the patent model in the utility model should be covered
In enclosing.
Symbol description
1 support component
10 clinch
100 scaffold structures
11 first plates
110 perforation
12 second plates
13 third plates
14 forcing pieces
15 gaskets
16 pedals
17 sleeves
171 wears grooves
172 positioning devices
1721 pins
18 hook tool
2 guard rails
200 scaffold structures
22 loop bars
222 positioning regions
227 wears grooves
24 connecting rods
3 fixtures
300 scaffold systems
32 C-type clamps
34 lantern rings
36 fixing pieces
4 protective nets
400 scaffold structures
5 extend fixing piece
91,92 girder steel
912 interconnecting pieces
914 first sides
916 second side
918 upper flanges
93 steel columns
94 first girder steels
95 second girder steels
96 third girder steels
97 girder steels
971 upper flanges
972 lower wing plates
A acute angle
D1 first direction
The first extending direction of E1
The second extending direction of E2.
Claims (10)
- It is special to overlap two girder steels extended toward different direction to provide area of safety operaton 1. a kind of scaffold structure Sign be it includes:The support component extended towards first direction, both ends are respectively provided with clinch, to be overlapped in described two steel respectively Beam, wherein being respectively formed acute angle between the first direction and two extending directions of described two girder steels；Guard rail is erect the side for being connected to the support component, and is extended between two clinch.
- 2. scaffold structure according to claim 1, it is characterised in that the support component includes pedal and two sleeves, Wherein two sleeve is fixedly arranged on the both ends of the pedal, and scaffold structure further includes two fixtures, described two fixtures The guard rail is fixed in the one end of each, and the other end is fixed on one upper flange in described two girder steels.
- 3. scaffold structure according to claim 2, it is characterised in that the guard rail is comprising two loop bars and at least One connecting rod, two loop bar are removably sheathed on two sleeve, the both ends point of an at least connecting rod respectively It is not connected to two loop bar.
- 4. scaffold structure according to claim 3, it is characterised in that the both ends of an at least connecting rod are respectively with can Two loop bar is pivotably connected, so that an at least connecting rod is generally normal to described in connection when using position Two loop bars, when reception position, an at least connecting rod is substantially parallel to each other with two loop bar.
- 5. scaffold structure according to claim 3, it is characterised in that two sleeve is respectively provided with positioning device in it In, two loop bar is respectively provided with positioning region, and two positioning region is removably engaged with two positioning device respectively.
- 6. scaffold structure according to claim 5, it is characterised in that the positioning device includes the connected pin of two elasticity, In its wears groove for protruding the outside wall surface for being arranged in sleeve, and the positioning region of the loop bar includes two wears grooves, when two loop bar When one stress is sheathed on downwards correspondence one outside of two sleeve, the pins of the two sides of the positioning device can bullet simultaneously Property is arranged in the wears groove of the sleeve and in two wears groove of the positioning region of the loop bar, and protrudes from institute It is outer with the fixation loop bar and the sleeve to state loop bar, when the pin outstanding of the two sides of the positioning device is by radially-inwardly When pressure, the protrudent pin of the two sides of the positioning device is retracted into the loop bar and the sleeve.
- 7. scaffold structure according to claim 1, it is characterised in that each clinch includes the first plate, the second plate The support component is fixed in part and third plate, the side of second plate, and the both ends of second plate connect respectively First plate and the third plate are connect, to form accommodating space, to accommodate one company in two girder steel Socket part.
- 8. scaffold structure according to claim 7, it is characterised in that the clinch further includes forcing piece and gasket, The gasket connects the forcing piece, and first plate has perforation, and the forcing piece wears the perforation, against described Gasket is held in the interconnecting piece between the third plate and the gasket with interconnecting piece described in packing.
- 9. scaffold structure according to claim 8, it is characterised in that further include protective net, the support component it is another Side further includes at least one hook tool, and described at least one is removably fixed to around the protective net and hooks tool and described Two girder steels.
- 10. a kind of scaffold system, to be overlapped in the first girder steel, the second girder steel and third girder steel, it is characterised in that include:Two according to claim 1 to scaffold structure described in any claim in 9, one is overlapped in first girder steel Side and second girder steel side, another other side for being overlapped in second girder steel and the third girder steel Side；AndExtend fixing piece, both ends are separately connected the guard rail of the two scaffolds structure.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821287477.2U CN208981741U (en) | 2018-08-10 | 2018-08-10 | Scaffold system and its scaffold structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821287477.2U CN208981741U (en) | 2018-08-10 | 2018-08-10 | Scaffold system and its scaffold structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208981741U true CN208981741U (en) | 2019-06-14 |
Family
ID=66781299
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821287477.2U Active CN208981741U (en) | 2018-08-10 | 2018-08-10 | Scaffold system and its scaffold structure |
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| Country | Link |
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| CN (1) | CN208981741U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113944313A (en) * | 2021-11-03 | 2022-01-18 | 上海建工五建集团有限公司 | Overhanging section steel jacking limiting device, overhanging steel platform and construction method thereof |
| CN113944339A (en) * | 2021-10-29 | 2022-01-18 | 国网河北省电力有限公司衡水供电分公司 | Fixing device and protective structure for installing steel structure fence |
-
2018
- 2018-08-10 CN CN201821287477.2U patent/CN208981741U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113944339A (en) * | 2021-10-29 | 2022-01-18 | 国网河北省电力有限公司衡水供电分公司 | Fixing device and protective structure for installing steel structure fence |
| CN113944313A (en) * | 2021-11-03 | 2022-01-18 | 上海建工五建集团有限公司 | Overhanging section steel jacking limiting device, overhanging steel platform and construction method thereof |
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