CN206458055U - Scaffold - Google Patents
Scaffold Download PDFInfo
- Publication number
- CN206458055U CN206458055U CN201720047489.7U CN201720047489U CN206458055U CN 206458055 U CN206458055 U CN 206458055U CN 201720047489 U CN201720047489 U CN 201720047489U CN 206458055 U CN206458055 U CN 206458055U
- Authority
- CN
- China
- Prior art keywords
- scaffold
- support
- connection
- assembly
- cross bar
- 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.)
- Active
Links
Abstract
The utility model is related to a kind of scaffold, and it includes:One or more scaffolding structure unit, scaffolding structure unit includes two or more assembly for scaffold;Wherein, each assembly for scaffold, including:Support uprights, cross bar, connection montant, the first connector, the second connector and support is chosen outside, the both sides of support uprights are provided with connection montant, cross bar is connected between support uprights and connection montant, is connected to the projection of the cross bar of support uprights both sides in the horizontal plane and is formed intersecting two lines section;Outer support of choosing is connected to support uprights or connection montant by the first connector, and connection montant is provided with the second connector;Two neighboring assembly for scaffold in scaffolding structure unit structure annular in shape, two or more assembly for scaffold is detachably connected, and scaffolding structure unit is formed to assemble.Scaffold of the present utility model can realize that quick assembly and disassembly is simple to operate, time saving and energy saving, shorten construction period, reduce cost.
Description
Technical field
The utility model is related to technical field of construction equipment, more particularly to a kind of scaffold.
Background technology
With the development of society, being frequently necessary to build the building of the demand of satisfaction in life or production.In construction of buildings
When often use scaffold.Scaffold refers to provide workbench at the construction field (site) for operating personnel and solved vertically and horizontally
The support for transporting and setting up.
For example in technical field of wind power generation, wind-power electricity generation is as a kind of reproducible high-efficiency cleaning energy, in the last few years,
Installed capacity in the whole world constantly increases, and domestic market is also fast-developing.Meanwhile, as China is continued to increase to cleaning energy
The development support dynamics in source, blower fan will also have continual installed capacity in future and increased.Especially for low wind speed area
Wind-force is developed, and will be the Main way of future development.And in low wind speed area, the principal element of influence wind-power electricity generation is blower fan
Hub height, the more traditional clean steel tower of the new pylon that is combined by the steel tower tube on lower concrete tower and top can more have
The raising hub height of effect, therefore also will be very huge in following development space.However, using existing frequently-used pin at present
, it is necessary to which each parts included in the concrete tower of circular and reducing to scaffold are showed when hand cradle is constructed
Field assembly and disassembly, complex operation wastes time and energy, so largely effects on construction speed, add construction cost.
Utility model content
The utility model embodiment provides a kind of scaffold, can be used in construction of buildings, and scaffold can realize that construction is existing
Field assembly and disassembly, and Assembling or dismounting are quick and simple to operate, disassembly process is time saving and energy saving, shortens construction period, drop
Low construction cost.
On the one hand, a kind of scaffold is proposed according to the utility model embodiment, it includes one or more pin
Hand cradle construction unit, scaffolding structure unit includes two or more assembly for scaffold;Wherein, each scaffold group
Part, including:Support uprights, cross bar, connection montant, the first connector, the second connector and support is chosen outside, the two of support uprights
Side is provided with connection montant, and cross bar is connected between support uprights and connection montant, and the cross bar for being connected to support uprights both sides exists
Projection on horizontal plane forms intersecting two lines section;The first connector is provided with support uprights and connection montant, is chosen outside
Support is connected to support uprights or connection montant by the first connector, and connection montant is provided with the second connector;Wherein, pin hand
Two neighboring assembly for scaffold in frame construction unit structure annular in shape, two or more assembly for scaffold passes through adjacent
Two connection montants on the second connector for setting be detachably connected, form scaffolding structure unit to assemble.
According to the one side of the utility model embodiment, the two ends of support uprights are provided with cross bar, the two ends of cross bar
Respectively with support uprights and being connected montant and being fixedly connected, the folder for the intersecting two lines section that the projection of cross bar in the horizontal plane is formed
Angular region is 90 ° to 175 °.
According to the one side of the utility model embodiment, the first connector includes the first sleeve, and support is chosen outside includes water
Support bar, one end of triatic stay and the first sleeve socket connection.
According to the one side of the utility model embodiment, the first connector also includes second sleeve, and support is chosen outside and is also wrapped
Hound is included, one end and the second sleeve socket connection of hound, the other end of hound are connected with the other end of triatic stay
Connect.
According to the one side of the utility model embodiment, one end of triatic stay is provided with and the first sleeve socket connection
The first pin, one end of hound is provided with the second pin with second sleeve socket connection, the first pin and the second pin
Bearing of trend it is identical.
According to the one side of the utility model embodiment, the first sleeve and second sleeve in the vertical direction are coaxially set
Put, the first pin is coaxially disposed with the second pin.
According to the one side of the utility model embodiment, the second connector is sleeve pipe, two or more sleeve pipes
It is uniformly arranged between the two ends of connection montant, assembly for scaffold also includes connection peg, connection peg coordinates with sleeve pipe grafting,
Sleeve pipe on the connection montant of two adjacent assembly for scaffold is connected by connecting peg, to be assembled into the pin of cyclic structure
Hand construction unit.
According to the one side of the utility model embodiment, when scaffold includes more than one scaffolding structure unit
When, more than one scaffold unit vertically splices the phase up and down in connection, two neighbouring assembly for scaffold
Two adjacent support uprights are connected, and two neighbouring connection montants are connected.
According to the one side of the utility model embodiment, assembly for scaffold also includes connecting bolt, and connecting bolt is set
In the top of support uprights and/or connection montant, two neighbouring assembly for scaffold are connected by connecting bolt.
According to the one side of the utility model embodiment, scaffolding structure unit also includes support plate, and support plate is set
Chosen in outside on support, support support support plate is chosen outside.
According to the one side of the utility model embodiment, assembly for scaffold also includes strengthening cross bar, is arranged at supporting perpendicular
Between the connection montant of bar both sides, strengthen cross bar and be arranged at the cross bar of support uprights both sides in same level and constitute triangle
Shape.
The scaffold provided according to the utility model embodiment, it includes the scaffold that operating platform is provided for operating personnel
Construction unit.Scaffolding structure unit includes two or more assembly for scaffold again.Assembly for scaffold is integral mould
Frame.Multiple assembly for scaffold, which can be spliced together, constructs scaffolding structure unit.Multiple assembly for scaffold splicings are fast
Speed is easy to operate, time saving and energy saving, shortens the engineering time, reduces construction cost.
Brief description of the drawings
The feature, advantage and technique effect of the utility model exemplary embodiment described below with reference to the accompanying drawings.
Fig. 1 is the structural representation of the scaffold of the utility model embodiment;
Fig. 2 is the structural representation of the scaffolding structure unit of the utility model embodiment;
Fig. 3 is the structural representation of the assembly for scaffold of the utility model embodiment;
Fig. 4 is the overlooking the structure diagram of the scaffolding structure unit of the utility model embodiment;
Fig. 5 is the outer structural representation for choosing support of the utility model embodiment.
In the accompanying drawings, identical part uses identical reference.Accompanying drawing is not drawn according to actual ratio.
Description of symbols:
2nd, scaffolding structure unit;21st, support plate;3rd, assembly for scaffold;4th, support uprights;5th, montant is connected;6th, cross bar;
7th, the first connector;71st, the first sleeve;72nd, second sleeve;8th, the second connector;9th, support is chosen outside;91st, triatic stay;91a、
First pin;92nd, hound;92a, the second pin;10th, peg is connected;11st, connecting bolt;12nd, cross bar is strengthened.
Embodiment
Embodiment of the present utility model is described in further detail with reference to the accompanying drawings and examples.Following examples
The detailed description and the accompanying drawings be used to exemplarily illustrate principle of the present utility model, but can not be used for limiting model of the present utility model
Enclose, i.e., the utility model is not limited to described embodiment.
, it is necessary to which explanation, unless otherwise indicated, " multiple " are meant that two or two in description of the present utility model
More than individual;The orientation or position of the instruction such as term " on ", " under ", " perpendicular ", " horizontal stroke ", " interior ", " outer ", " bottom ", " top ", " vertical "
It is, based on orientation shown in the drawings or position relationship, to be for only for ease of description the utility model and simplify description to put relation, and
It is not instruction or implies that signified device or element there must be specific orientation, with specific azimuth configuration and operation, therefore
It is not intended that to limitation of the present utility model.In addition, term " first ", " second ", etc. be only used for describing purpose, and can not manage
Solve to indicate or imply relative importance.Term " installation ", " connected ", " connection " should be interpreted broadly, for example, it may be fixed
Connect or be detachably connected, or be integrally connected;Can be joined directly together, the indirect phase of intermediary can also be passed through
Even.For the ordinary skill in the art, visual concrete condition understands that above-mentioned term is specific in the utility model
Implication.
Fig. 1 schematically shows the structure of scaffold of the present utility model.As shown in figure 1, the utility model embodiment
The scaffold of offer can be used in during construction of buildings providing operating platform for operating personnel, in addition, scaffold is convenient
Operating personnel are vertically or horizontally carrying material.Especially in technical field of wind power generation, needed in low wind speed area
Advance constructing concrete tower is as pedestal and then sets steel tower tube thereon again.Embodiment below the utility model only so that
Constructed with the scaffold of the present embodiment exemplified by the concrete tower of cyclic structure and the scaffold of the present embodiment is illustrated, but
The application of the scaffold of the utility model embodiment is not limited to following embodiment, can be used for constructing in other field
Building.
As shown in figure 1, scaffold of the present utility model includes one or more scaffolding structure unit 2.Fig. 2 shows
Show to meaning property the structure of scaffolding structure unit 2 of the present utility model.As shown in Fig. 2 scaffolding structure unit 2 includes two
Individual or more than two assembly for scaffold 3.Assembly for scaffold 3 is the basic composition component of scaffold.Fig. 3 is schematically showed
The structure of assembly for scaffold 3 of the present utility model.As shown in figure 3, the assembly for scaffold 3 of the present embodiment includes support uprights 4, connected
Connect montant 5, cross bar 6, the first connector 7, the second connector 8 and choose support 9 outside.The both sides of support uprights 4 are provided with connection
Montant 5.Cross bar 6 is connected between support uprights 4 and connection montant 5, and at least provided with support uprights 4 or connection montant 5
Two ends.It is connected to the projection of the cross bar 6 of the both sides of support uprights 4 in the horizontal plane and forms intersecting two lines section.The He of support uprights 4
The first connector 7 is provided with connection montant 5.Outer support 9 of choosing is connected to support uprights 4 or connection by the first connector 7
Montant 5.Second connector 8 is arranged at connection montant 5.Wherein, the structure annular in shape of scaffolding structure unit 2.Two or two with
On assembly for scaffold 3 in two neighboring assembly for scaffold 3 pass through the second connection for being set on adjacent two connections montants 5
Part 8 is detachably connected, and scaffolding structure unit 2 is formed to assemble.
Assembly for scaffold 3 in the scaffold of the utility model embodiment is by support uprights 4, connection montant 5, cross bar 6, the
A connection piece 7, the second connector 8 and outer support 9 of choosing are integrated to form an overall mould bases, and reduce needs what is assembled on the whole
Amount of parts.When needing to construct annular concrete tower, it is only necessary to which the diameter for the concrete tower constructed as needed comes
The two or more assembly for scaffold 3 for meeting quantity required are chosen, and these assembly for scaffold 3 are assembled with structure
Produce the scaffold of the scaffolding structure unit 2 including cyclic structure, you can used.Two or more scaffolds
The assembled process of component 3 is simple to operation, and assembling process is quick and laborsaving, so as to effectively increase efficiency of construction, shortens construction week
Phase, reduce construction cost.
In the present embodiment, as shown in figure 1, when scaffold includes more than one scaffolding structure unit 2, more than one
Scaffolding structure unit 2 vertically splice connection, to increase the height of scaffold in the vertical direction, so as to full
Foot constructs the requirement of the concrete tower of different height, the flexibility of hoisting scaffold.Two adjacent scaffolding structure units 2
Pass through neighbouring two support uprights 4 in neighbouring assembly for scaffold 3 and two neighbouring connection montants 5
Splicing connection.The course of work for vertically splicing more than one scaffolding structure unit 2 facilitates easy to operate, so as to operate
Personnel can quickly and effortlessly complete the assembly of scaffolding structure unit 2, improve efficiency of construction.
As shown in figure 3, the support uprights 4 of the present embodiment include relative bottom and top.The bottom energy of support uprights 4
Enough it is supported on installation base surface 99 (such as the bearing-surface on ground or other objects).Connect montant 5 include relative bottom and
Top.The bottom of connection montant 5 can be supported on installation base surface 99 (such as the bearing-surface on ground or other objects).Cross bar 6
Including two relative ends, and two ends are respectively with support uprights 4 and being connected montant 5 and being connected.In the present embodiment, supporting
The both sides of montant 4 are provided with connection montant 5, and it is flat with support uprights 4 to be arranged at the connection montant 5 of the both sides of support uprights 4
OK so that the line formation triangle of the projection of support uprights 4 and the connection montant 5 of both sides in the horizontal plane, so that both meetings
Load is vertically delivered on installation base surface 99 completely, it is to avoid horizontal component is applied to other side each other and forces and produces each other
Life ensure that the resistance to overturning of scaffold closer or far from trend, lift bearing capacity.
As shown in figure 3, the cross bar 6 of the present embodiment be connected to support uprights 4 and connection montant 5 between, and at least provided with
Support uprights 4 or the bottom and top for connecting montant 5.Positioned at every side of support uprights 4 all cross bars 6 vertically between
Every setting, and all cross bars 6 are parallel to each other.The projection of support uprights 4 and the cross bar of both sides 6 in the horizontal plane forms intersecting
Two lines section.In the present embodiment, the angle for the two lines section that the projection of the cross bars 6 of the both sides of support uprights 4 in the horizontal plane is formed
Scope is 90 ° to 175 °, so as to select suitable angle according to requirement of engineering, so as to use the pin of fair amount
Hand cradle component 3 is spliced into the scaffold of polygonal cyclic structure and constructs the different concrete tower of diameter to coordinate.Here
Polygon refers to that the figure that the projection of all cross bars 6 in the horizontal plane is formed is polygon, for example, Fig. 4 is schematically shown
The plan structure of scaffolding structure unit 2, as shown in figure 4, scaffolding structure unit 2 includes four assembly for scaffold 3.Eight
The projection of cross bar 6 forms eight-sided formation.The angle of two adjacent cross bars 6 is 135 ° in eight cross bars 6.In the present embodiment,
It is identical with the quantity of cross bar 6 for being arranged at the opposite side of support uprights 4 to be arranged at the quantity of cross bar 6 of the side of support uprights 4, and both sides
Cross bar 6 is set correspondingly.So, be conducive to improving the bulk strength and structural stability of assembly for scaffold 3, improve pin
The bearing capacity of hand cradle component 3.In the present embodiment, in the vertical direction is arranged at the cross bar 6 of the top apart from support uprights 4
Or the top end face 300mm of connection montant 5, the cross bar 6 of bottom is arranged at apart from the bottom of support uprights 4 or connection montant 5
End face 500mm to 800mm.
The support uprights 4, connection montant 5 and cross bar 6 of the present embodiment are steel pipe, are fixedly connected to be formed each other
One general frame, for example, can realize connection by way of being welded to connect.Steel pipe moderate cost, convenient processing and manufacture, and
It is firm that the overall structure formed after connection is consolidated, and bearing capacity is big, and maintenance rate is low.
As shown in figure 3, first connector 7 of the present embodiment includes the first sleeve 71.Outer support 9 of choosing includes triatic stay
91.One end of triatic stay 91 is detachably connected with the first sleeve 71 by way of grafting, facilitates the dismounting of triatic stay 91.
After one end of triatic stay 91 is connected with the first sleeve 71, outer choose of triatic stay 91 is partially in horizontal level, conveniently outside
The support plate 21 (such as scaffold board or sizing flase floor) laid above part for providing operating platform for operating personnel is chosen, from
And triatic stay 91 can form horizontal supporting by choosing part outside to the support plate 21 being placed on it, to ensure support plate 21
Position it is stable.Support plate 21 can be directly placed on triatic stay 91, or is fixed on triatic stay 91.Multiple supportings
Plate 21 can also be spliced into polygonal ring shape structure.In one embodiment, can along the axial direction of support uprights 4 or connection montant 5
To set multiple first sleeves 71, one end of triatic stay 91 can be with any of which the first sleeve 71 by way of grafting
It is detachably connected, the position of the convenient in the vertical direction of triatic stay 91 of adjustment as needed.
As shown in figure 3, first connector 7 of the present embodiment also includes second sleeve 72.Outer support 9 of choosing also includes and level
The hound 92 that strut 91 is connected.Hound 92 is arranged at the lower section of triatic stay 91.One end of hound 92 with second set
Cylinder 72 is detachably connected, and the other end is connected with the other end of triatic stay 91.The other end of hound 92 is welded to horizontal brace
The lower section of the other end of bar 91, or, in the lower section soldering sleeve of the other end of triatic stay 91, the other end of hound 92 is inserted
Enter into sleeve pipe to be connected with triatic stay 91.Acute angle is formed between hound 92 and triatic stay 91, so as to work as hound
92 with triatic stay 91 with support uprights 4 or the first sleeve 71 and second sleeve 72 that are connected on montant 5 when being connected, tiltedly
Three-legged structure is formed between strut 92, triatic stay 91 and support uprights 4 or connection montant 5.So, triatic stay 91 by
During the load of vertical direction, load can be delivered to support uprights 4 by hound 92 or connect montant 5 by triatic stay 91
On, so as to disperse the load of itself, improve the bearing capacity and bearing stability of triatic stay 91.
In one embodiment, when along support uprights 4 or connect montant 5 axial direction multiple first sleeves 71 can be set
When, along support uprights 4 or the axial direction for connecting montant 5, multiple second sleeves 72, one end of triatic stay 91 and diagonal brace can be set
One end of bar 92 can simultaneously with the first sleeve 71 in correct position and the socket connection of second sleeve 72, to facilitate according to need
Adjust the outer position for choosing the in the vertical direction of support 9.
In one embodiment, because the diameter in the vertical direction of concrete tower is gradually reduced, thus when one with
On the in the vertical direction of scaffolding structure unit 2 splicing when, the horizontal size of triatic stay 91 is successively successively decreased, can for construction
Personnel reserve the working space of abundance.
Fig. 5 schematically shows the outer structure for choosing support 9 of the present utility model.In one embodiment, such as Fig. 5 institutes
Show, one end of triatic stay 91 is provided with the first pin 91a with the socket connection of the first sleeve 71.One end of hound 92 is set
There is the second pin 92a with the socket connection of second sleeve 72.First pin 91a and the second pin 92a bearing of trend are identical, with
In convenient first sleeve 71 and second sleeve 72 of the insertion simultaneously in diverse location.It is arranged at the first set on support uprights 4
Cylinder 71 and the in the vertical direction of second sleeve 72 are coaxially disposed, namely along the setting of axially aligning of support uprights 4, the first pin
91a is coaxially disposed with the second pin 92a in the vertical directions, namely axially aligns setting along support uprights 4.So, first
Easily carry out positioning between pin 91a and the first sleeve 71, the second pin 92a and second sleeve 72 and while carry out grafting company
Connect, and the outer outer part of choosing for choosing support 9 can be rotated around the first pin 91a and the second pin 92a axis horizontal, it is convenient to carry out
Position adjustment.In addition, the first pin 91a is coaxially disposed with the second pin 92a in the vertical directions, to cause hound 92 to be located at
The underface of triatic stay 91, i.e. hound 92 and the alignment of the in the vertical direction of triatic stay 91, so that hound 92 can be right
Triatic stay 91 forms more stable support.
In the present embodiment, the first sleeve 71 and second sleeve 72 are steel, with support uprights 4 by way of welding
Or connection montant 5 is fixedly connected.The first sleeve 71 and the bearing capacity of second sleeve 72 of steel are strong.Support 9 is chosen by first outside
Pin 91a and the second pin 92a and support uprights 4 or the first sleeve 71 being connected on montant 5 and the side of the grafting of second sleeve 72
Formula realizes and is detachably connected that convenient outer support 9 of choosing is dismounted on support uprights 4 or connection montant 5, reduction assembling difficulty,
Packaging efficiency is improved, shortens the engineering time.In the present embodiment, the first pin 91a of triatic stay 91 and outer part of choosing are vertical, tiltedly
It is vertical that second pin 92a of strut 92 and the outer of triatic stay 91 choose part.The first pin 91a of the present embodiment and the second pin
92a is columnar component, the convenient mating connection with the first sleeve 71 or second sleeve 72.
As shown in figure 3, second connector 8 of the present embodiment is sleeve pipe.When multiple assembly for scaffold 3 need assembled operation
When, adjacent connection montant 5 is attached by the second connector 8 each other, and splicing is simple, convenient power-saving.This reality
The second connector 8 for applying example is sleeve pipe.The assembly for scaffold 3 of the present embodiment also includes the connection peg coordinated with sleeve pipe grafting
10.In the present embodiment, grafting is combined with connection on the sleeve pipe being arranged on the outermost connection montant 5 of the side of support uprights 4
Peg 10.After the sleeve pipe set on two adjacent connection montants 5 is in alignment with each other, insertion connection peg 10 just can be by two sets
Pipe is connected, so that two neighboring connection montant 5 be connected.Connect the mode of peg 10 and sleeve pipe socket connection, letter
It is single easy to operate, it is convenient to disassembly, it is time saving and energy saving, it is required so as to shorten the two neighboring splicing of assembly for scaffold 3 connection
Time, reduce labor intensity, improve efficiency of construction.The connection peg 10 of the present embodiment includes the head of a nail and is connected with the head of a nail
Post.Post is inserted into sleeve pipe, and the end face of the head of a nail and sleeve pipe overlaps to play position-limiting action.In one embodiment, two
Individual or more than two sleeve pipes are uniformly arranged between the two ends (top and bottom) of connection montant 5.So, it can increase adjacent
The tie point of two connection montants 5, improves the connective stability for completing spliced two neighboring assembly for scaffold 3, and lifting is held
Loading capability.The sleeve pipe of the present embodiment is steel, and bearing capacity is strong, and is easy to by way of welding consolidate with being connected montant 5
Fixed connection.Two or more sleeve pipe in the vertical direction misaligned intervals are set, and facilitate follow-up assembling centering.
When two scaffolding structure units 2 need in the vertical direction to be spliced, two adjacent scaffolding structures
The support uprights 4 and connection montant 5 of top and the support uprights 4 below being arranged at are arranged in unit 2 and montant 5 is connected can be with
It is directly connected to, for example, the bottom of the support uprights 4 of top is directly set in the top of the support uprights 4 of lower section, the connection of top
The bottom of montant 5 is directly set in the top of the connection montant 5 of lower section.When two scaffolding structure units 2 are needed in vertical side
Upwards when being spliced, the support uprights 4 of top are arranged in two adjacent scaffolding structure units 2 and connect montant 5 and
Being arranged at the support uprights 4 and connection montant 5 of lower section can also be connected by other connectors.In one embodiment, such as Fig. 3
Shown, the assembly for scaffold 3 of the present embodiment also includes connecting bolt 11.Connecting bolt 11 is arranged at support uprights 4 and/or connection
The top of montant 5.When two scaffolding structure units 2 need in the vertical direction to be spliced, two adjacent scaffolds
The support uprights 4 and connection montant 5 being arranged in construction unit 2 in the scaffolding structure unit 2 of top pass through connecting bolt 11
With the support uprights 4 being arranged in the scaffolding structure unit 2 of lower section and being connected montant 5 and being connected.So, above and below
Scaffolding structure unit 2 is simple to operation by way of connecting bolt 11 realizes connection, and secure and reliable connection, shortens assembling
Time, improve efficiency of construction.The connecting bolt 11 of the present embodiment is tubular part, and centre is provided with dividing plate, connecting bolt 11
Two ends can be plugged into respectively above and below support uprights 4 or above and below connection montant 5, and above and below
Support uprights 4 or above and below connection montant 5 be pressed on the two sides up and down of dividing plate.
As shown in Figure 3 or Figure 4, the assembly for scaffold 3 of the present embodiment also includes strengthening cross bar 12.Strengthen cross bar 12 to be arranged at
Between the connection montant 5 of the both sides of support uprights 4.Strengthen cross bar 12 and be arranged at the cross bar of the both sides of support uprights 4 in the horizontal plane
The triangle structure of projection, so as to improve the bulk strength of assembly for scaffold 3, it is ensured that be assembled into by assembly for scaffold 3
The stabilized structure of scaffolding structure unit 2, lifts bearing capacity.In the present embodiment, the two ends for strengthening cross bar 12 are connected to
The top of montant 5 is connected, same level position is in being arranged at cross bar of the both sides of support uprights 4 close to the top of support uprights 4
Put.Reinforcement cross bar 12 can also be set by being arranged at the bottom of the connection montant 5 of the both sides of support uprights 4, further improve scaffold
The resistance to overturning of component 3.
Scaffold of the present utility model is when for building concrete tower, previously according to concrete tower to be built
Diameter chooses appropriate number of assembly for scaffold 3.On installation base surface 99, multiple assembly for scaffold 3 are sequentially placed, and use
Connection peg 10 connects two adjacent assembly for scaffold 3 on the pin for making all assembly for scaffold 3 be spliced into cyclic structure
Hand cradle construction unit 2.As the height of concrete tower is continuously increased, it is necessary to which in the vertical direction increases a scaffolding structure
Unit 2.The pin hand of the quantity of assembly for scaffold 3 in the scaffolding structure unit 2 of top and the scaffolding structure unit 2 of lower section
The quantity of frame component 3 is identical.Assembly for scaffold 3 is placed on to the top of scaffolding structure unit 2 of assembled good lower section, so
Splice the scaffolding structure unit 2 above composition successively again afterwards.So, the height for the concrete tower that can be built as needed
And in the vertical direction sets multiple scaffolding structure units 2 to meet construction requirement.
Itself overall construction intensity of assembly for scaffold 3 of the present utility model is high, and bearing capacity is strong.Assembly for scaffold 3 can be with
Used as an overall mould bases, fast and easy and multiple assembly for scaffold 3 are effortlessly assembled into satisfaction successively constructed
It is required that cyclic structure scaffolding structure unit 2, or scaffolding structure unit 2 rapidly splitted into independence after construction is completed
Assembly for scaffold 3.So, the job site assembly and disassembly process of the scaffolding structure unit 2 of the present embodiment is quick and grasps
Make simple, it is time saving and energy saving, efficiency of construction is improved, construction cost is reduced.The scaffold self stability of the present embodiment is good, because
Other extra auxiliary supports need not be set between this scaffold and concrete tower, the quantity of parts is reduced.
Although the utility model is described by reference to preferred embodiment, model of the present utility model is not being departed from
In the case of enclosing, various improvement can be carried out to it and part therein can be replaced with equivalent.Especially, as long as not depositing
The every technical characteristic being previously mentioned in structural hazard, each embodiment can combine in any way.The utility model
It is not limited to specific embodiment disclosed herein, but all technical schemes including falling within the scope of the appended claims.
Claims (11)
1. a kind of scaffold, it is characterised in that including one or more scaffolding structure unit (2), the scaffold
Construction unit (2) includes two or more assembly for scaffold (3);Wherein,
Each assembly for scaffold (3) includes:
Support uprights (4), connection montant (5), cross bar (6), the first connector (7), the second connector (8) and support is chosen outside
(9),
The both sides of the support uprights (4) are provided with the connection montant (5), and the cross bar (6) is connected to the support uprights
(4) between the connection montant (5), it is connected to the throwing of the cross bar (6) of the support uprights (4) both sides in the horizontal plane
Shadow forms intersecting two lines section;
First connector (7) is provided with the support uprights (4) and the connection montant (5), it is described to choose support outside
(9) support uprights (4) or the connection montant (5), the connection montant are connected to by first connector (7)
(5) it is provided with second connector (8);
Wherein, in the scaffolding structure unit (2) structure annular in shape, two or more assembly for scaffold (3)
The two neighboring assembly for scaffold (3) pass through second connection that is set on the adjacent two connection montants (5)
Part (8) is detachably connected, and the scaffolding structure unit (2) is formed to assemble.
2. scaffold according to claim 1, it is characterised in that the two ends of the support uprights (4) are provided with described
Cross bar (6), the two ends of the cross bar (6) are fixedly connected with the support uprights (4) and the connection montant (5) respectively, described
The angular range for the intersecting two lines section that the projection of cross bar (6) in the horizontal plane is formed is 90 ° to 175 °.
3. scaffold according to claim 1, it is characterised in that first connector (7) includes the first sleeve (71),
The outer support (9) of choosing includes triatic stay (91), one end of the triatic stay (91) and the first sleeve (71) grafting
Connection.
4. scaffold according to claim 3, it is characterised in that first connector (7) also includes second sleeve
(72), the outer support (9) of choosing also includes hound (92), and one end and the second sleeve (72) of the hound (92) are inserted
Connect in succession, the other end of the hound (92) is connected with the other end of the triatic stay (91).
5. scaffold according to claim 4, it is characterised in that one end of the triatic stay (91) be provided with it is described
First pin (91a) of the first sleeve (71) socket connection, one end of the hound (92) is provided with and the second sleeve
(72) the bearing of trend phase of the second pin (92a) of socket connection, first pin (91a) and second pin (92a)
Together.
6. scaffold according to claim 5, it is characterised in that first sleeve (71) and the second sleeve (72)
In the vertical direction is coaxially disposed, and first pin (91a) is coaxially disposed with second pin (92a).
7. scaffold according to claim 1, it is characterised in that second connector (8) is sleeve pipe, two or two
Described sleeve pipe above is uniformly arranged between the two ends of the connection montant (5), and the assembly for scaffold (3) also includes connection
Peg (10), it is described connection peg (10) with described sleeve pipe grafting coordinate, two adjacent assembly for scaffold (3) it is described
Described sleeve pipe on connection montant (5) is connected by the connection peg (10), to be assembled into the pin hand of cyclic structure
Frame construction unit (2).
8. scaffold according to claim 1, it is characterised in that when the scaffold includes the more than one pin hand
During frame construction unit (2), the more than one scaffolding structure unit (2) vertically splices connection, neighbouring
Neighbouring two support uprights (4) in two assembly for scaffold (3) are connected, two neighbouring institutes
Connection montant (5) is stated to be connected.
9. scaffold according to claim 8, it is characterised in that the assembly for scaffold (3) also includes connecting bolt
(11), the connecting bolt (11) is arranged at the top of the support uprights (4) and/or the connection montant (5), neighbouring
Two assembly for scaffold (3) be connected by the connecting bolt (11).
10. scaffold according to claim 1, it is characterised in that the scaffolding structure unit (2) also includes support plate
(21), the support plate (21) is arranged at outside described and chosen on support (9), described to choose support plate (21) described in support (9) support outside.
11. the scaffold according to any one of claim 1 to 10, it is characterised in that the assembly for scaffold (3) also includes
Strengthen cross bar (12), be arranged between the connection montant (5) of the support uprights (4) both sides, the reinforcement cross bar (12)
Be arranged at the cross bar (6) of the support uprights (4) both sides in same level and triangle.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201720047489.7U CN206458055U (en) | 2017-01-16 | 2017-01-16 | Scaffold |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201720047489.7U CN206458055U (en) | 2017-01-16 | 2017-01-16 | Scaffold |
Publications (1)
Publication Number | Publication Date |
---|---|
CN206458055U true CN206458055U (en) | 2017-09-01 |
Family
ID=59698717
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201720047489.7U Active CN206458055U (en) | 2017-01-16 | 2017-01-16 | Scaffold |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN206458055U (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN111206757A (en) * | 2019-12-30 | 2020-05-29 | 武昌船舶重工集团有限公司 | Scaffold module and using method |
-
2017
- 2017-01-16 CN CN201720047489.7U patent/CN206458055U/en active Active
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN111206757A (en) * | 2019-12-30 | 2020-05-29 | 武昌船舶重工集团有限公司 | Scaffold module and using method |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN102817484B (en) | Heavy multifunctional combined supporting frame | |
CN103410353B (en) | Garage steel framework and mounting process | |
CN215104737U (en) | A assembled support for bridge construction | |
CN212689520U (en) | Quick butt-joint type operation platform | |
CN206458055U (en) | Scaffold | |
CN201687254U (en) | Communication base-station iron tower capable of rising and falling | |
CN212385315U (en) | Positioning device for assembling cross steel pull rod | |
CN207048901U (en) | Hybrid pylon and wind power generating set | |
CN210049676U (en) | Detachable construction guardrail | |
CN101858164A (en) | Lifting communication base station iron tower | |
CN201961968U (en) | Hoisting frame for chemical equipment overhaul | |
CN209469014U (en) | A kind of engineering construction protective device | |
CN219911031U (en) | Mixed tower assembling platform of wind generating set | |
CN111917051A (en) | High tension transmission line strides across block device | |
CN203865897U (en) | Tower crane and transitional joint thereof | |
CN205968946U (en) | Prefabricated component discharging equipment | |
CN220391490U (en) | Tool special for tank body top circle scaffold | |
CN212176618U (en) | Jig frame structure | |
CN104164995A (en) | Lattice steel pipe columns, power transmission tower and construction method of lattice steel pipe columns and power transmission tower | |
CN219080928U (en) | Full hall scaffold with adjustable modulus | |
CN211850760U (en) | Scaffold triangular support unit for building | |
CN220319160U (en) | Assembling and transferring dual-purpose jig frame for offshore wind power collection complete cage structure | |
CN211817430U (en) | Connecting auxiliary tool for overlength vertical steel bars of columns for house building | |
CN215632093U (en) | Pole assemblage auxiliary device | |
CN215290657U (en) | Be used for building structure to assemble and use telescopic bracket |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
GR01 | Patent grant | ||
GR01 | Patent grant |