CN206034888U - Combination formula scaffold frame of new generation that board position is adjustable and have super high security performance of standing - Google Patents
Combination formula scaffold frame of new generation that board position is adjustable and have super high security performance of standing Download PDFInfo
- Publication number
- CN206034888U CN206034888U CN201620961029.0U CN201620961029U CN206034888U CN 206034888 U CN206034888 U CN 206034888U CN 201620961029 U CN201620961029 U CN 201620961029U CN 206034888 U CN206034888 U CN 206034888U
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- Prior art keywords
- crossbeam
- security performance
- adjustable
- new generation
- board position
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Abstract
The utility model discloses a combination formula scaffold frame of new generation that board position is adjustable and have super high security performance of standing, the horizontal pole connecting piece has, pole setting and oblique pull rod, multi -storied scaffold frame about horizontal pole connecting piece and pole setting have been constituteed, each layer upper berth is equipped with the station board, the board of standing comprises crossbeam and metal mesh, vertical and the transverse connection forming framework of crossbeam, the metal mesh is installed on the frame, install metal hook on the crossbeam in the outside, metal hook is last to have semicircular circular arc hook and straightens nematoid linkage segment, the circular arc hooks the upside of horizontal pole connecting piece, the linkage segment welding is perhaps pegged graft on the crossbeam and is in on the crossbeam. The utility model discloses an advantage: through special connection structure and connected mode, make and to be connected firmly between station board and the horizontal pole, the bearing capacity of the board of stand promotes, connects between each part and closely can not become flexible, has realized that scaffold puts up firmly stable installation, has ensured the security performance.
Description
Technical field
This utility model is related to scaffold field, more particularly to a kind of station Board position is adjustable and with superelevation security performance
Assembly scaffold of new generation.
Background technology
Scaffold (scaffold) refer to job site for operative and solution vertically and horizontally transport and set up it is various
Support.The generic term on building circle, refers to
Side.Mainly for the upper and lower operation of workmen or perimeter security net are gone along with sb. to guard him and high-altitude installation component etc., it is exactly plainly to build a framework,
Scaffold making material generally has：Bamboo and wood, steel pipe or synthetic material etc..Some engineerings also with scaffold when template use, in addition
Also extensively used in departments such as advertising, municipal administration, traffic road and bridge, mines.
Scaffold on the market is commonly provided with many parts at present, is easily lost, and mounting process is complicated, needs to be equipped with respectively
Plant equipment and could realize installation, waste of manpower and material resources.Plate of standing is that, for walking and the platform of operation on scaffold, plate of standing is installed
Safety of the stability to whole scaffold have directly rigid.
Utility model content
The purpose of this utility model is to make up the deficiencies in the prior art, there is provided a kind of station Board position is adjustable and has
The assembly scaffold of new generation of superelevation security performance, on the premise of the performances such as its original bearing capacity are ensured, is capable of achieving quick
Install, simple structure, dismounting use manpower and material resources sparingly, while safe, stable connection between part, will not loosen.
A kind of station Board position is adjustable and the assembly scaffold of new generation with superelevation security performance, connects with cross bar
Part, vertical rod and brace, cross rod connector and vertical rod constitute the scaffold of upper and lower multilamellar, are equipped with station plate on each layer, its
It is characterised by, plate of standing is made up of crossbeam and wire netting, crossbeam is vertical and lateral connection forms framework, and wire netting is arranged on the frame
On frame, metal hanger is installed on outermost crossbeam, there is on metal hanger semicircular arc hook and rectilinear connection
Section, arc hook hook the upside of cross rod connector, and linkage section is welded on crossbeam or is plugged on the crossbeam, also, extremely
It is few the metal hanger to be installed in the station plate left and right sides or at least before and after the plate of station on the crossbeam of both sides.
Preferably, 2-6 metal hanger is installed on each crossbeam.
Preferably, there is on crossbeam spliced eye, the linkage section of metal hanger is inserted in the spliced eye.
Preferably, spliced eye and horizontal plane have angle, from the oral area of spliced eye inwardly, the inwall of spliced eye define to
Upper inclined inclined-plane.
Preferably, the linkage section of the metal hanger is matched with spliced eye, and is defined：From cross rod connector to horizontal stroke
The direction of beam, defines acclivitous inclined-plane on linkage section.
This utility model has the advantage that：
By special attachment structure and connected mode, stable connection between station plate and cross bar is made, the weight capacity of plate of standing
Lifted, be completely embedded between all parts and will not loosen, realize the installation of scaffold firm stable, ensured security performance.
At cross bar steel pipe two ends, direct punching press joint, vertical rod are directly welded and fixed and buckle disk, and simple structure, part are few, and assembly and disassembly are all
Easily, while the weight of product and production cost also decline to a great extent.
Scaffold industry product remodeling, upgrading promoted, have regenerated, made enterprise possess the stronger market competitiveness, using front
Scape is wide, and the product has good economic benefit and social benefit.
Description of the drawings
Fig. 1 is the structural representation of this utility model scaffold；
Fig. 2 is the partial enlarged drawing at I in Fig. 1；
Fig. 3 is structural representation when clip disk is assembled with cross rod connector and brace
Structural representations of the Fig. 4 for cross rod connector；
Side cross-sectional structural representation when Fig. 5 is connector insertion latch；
Overlooking the structure diagrams of the Fig. 6 for Fig. 2；
Right side structural representations of the Fig. 7 for Fig. 2；
Structural representations of the Fig. 8 for latch；
Cross section structure schematic diagrams of the Fig. 9 for clip disk；
Figure 10 is structural representation when standing plate installation；
Structural representation when Figure 11 metal hangers are installed；
Decomposition texture schematic diagrams of the Figure 12 for Figure 11；
Figure 13 is the structural representation of Figure 11 another kind embodiments.
Specific embodiment
This utility model is further described with reference to embodiment, but protection domain of the present utility model not only office
It is limited to embodiment.
As shown in figure 1, Board position is adjustable and the assembly scaffold of new generation with superelevation security performance at a kind of station, have
Cross rod connector, vertical rod 7 and brace 9, horizontally disposed cross rod connector and the vertical rod being vertically arranged constitute about one
The scaffold of multilamellar, brace 9 are obliquely installed for fixing scaffold.Each layer is equipped with station plate 11, sets between upper and lower two-layer
There are the stair 10 for passing through, per layer of periphery is provided with guardrail 13.
With reference to shown in Fig. 2 and Fig. 3, along the length direction of vertical rod 7, multiple clip disks 8 in vertical rod 7, are welded with, it is fixed
Spacing between button disk 8 can be set according to actual needs, and generally the spacing between two neighboring clip disk 8 is 50-80cm.Gu
Surely detain disk 8 to be directly welded in vertical rod 7, form one, get on without assembling, using convenient.Clip disk 8 is provided with
One interface 82 and the second interface 83,83 interval setting of the first interface 82 and the second interface, normally, each clip
Disk 8 is provided with 4 the first interfaces 82 and 4 the second interfaces 83.The end of cross rod connector is connected to first grafting
On mouth 82, the end of brace 9 is connected on second interface 83.
With reference to shown in Fig. 4-Fig. 7, cross rod connector have cross bar 1, and punching press the cross bar two ends crossbar joint
4, cross bar 1 is one with crossbar joint 4.Snapping bayonet socket 5 and square hole 6 is provided with crossbar joint 4, and snapping bayonet socket is located at cross bar
On the left and right sides wall of joint 4, square hole 6 is located on the two side up and down of crossbar joint 4, during connection：Clip disk 8 snaps in snapping
Bayonet socket, square hole 6 are alignd with the first interface 82, are inserted into latch 2 in upper and lower square hole and the first interface.Along from cross bar 1
Middle part to 4 outer end of crossbar joint direction, i.e., from middle toward the direction on both sides in figure, the width of crossbar joint 4 gradually drops
It is low, it is ensured that above the socket can the multiple crossbar joints of grafting, can reach 8 when many.And crossbar joint or so two
Side wall constitutes 30 ° -35 ° of angle α.
Brace 9 is connected with clip disk 8 by U-shaped connector 12, has U-lag, U-shaped connection on U-shaped connector 12
The both sides up and down of part 12 have perforation (not illustrating), during connection：Clip disk 8 is snapped in the U-lag, is bored a hole and the second grafting
Mouth 83 aligns, and is inserted into latch 2 in perforation and the second interface 83 up and down, and the end of brace 9 is bolted on institute
State on U-shaped connector 12.
With reference to shown in Fig. 8, latch has body 22, and body 22 is wedge structure of the upper end width more than lower end width, this
The lower end of body has a crotch structure 23, the upper side of body along having the recess 21 that is inwardly recessed, recess 21 can be easy to it is hand-held and
Apply active force and extract latch.At the position of square hole 6, the two side up and down of crossbar joint 4 relative to the centrage of cross bar 1 is
It is inclined.And along the direction from the middle part of cross bar in the direction of crossbar joint outer end, i.e. figure from middle past both sides：It is horizontal
The upper side wall of knock-off joint 4 is inclined upwardly, and the lower wall of crossbar joint 4 is downward-sloping, and this causes the square hole 6 of upside also slightly upwardly to incline
Tiltedly, the square hole of downside is slightly downward-sloping.Length L of the width L0 outlines in the horizontal direction of square hole 6 less than square hole itself, therefore,
After latch 2 inserts two square holes, inclined square hole has positioning and position-limiting action to latch, can clamping latch.Also, due to inserting
Pin is the shape for bending a little, and the incline direction of two square holes is inconsistent, the further clamping latch 2 of energy, prevents latch 2
Depart from.In addition, crotch structure 23 can catch on the bottom of crossbar joint or U-shaped connector 12 when latch is moved, further prevent
Latch departs from.
Dismountable rivet 3 is installed in crotch structure 23, rivet 3 penetrates the both sides of crotch structure 23, rivet and crotch
Structure be threadedly coupled or interference fit connection, it is ensured that rivet 3 without departing from.And the length of rivet 3 is more than the first interface 82
And second interface 83 width, therefore, no matter how latch moves, and rivet all can be inserted by the first interface 82 or second
Interface 83 is blocked, thus under normal circumstances latch be without departing from.In assembling, rivet is installed again after insertion latch；Dismounting
When, latch is extracted again after taking out rivet.
The width of the second interface 83 correctly can be installed when being easily installed more than the width of the first interface 82.First inserts
The width of interface 82 is actually suitable with the width of square hole 6 even identical, slightly larger than the thickness of latch, therefore inserts base after latch
Originally there is no the space of activity so that can consolidate between crossbar joint and clip disk, also can be steady between cross rod connector and column
Gu, each other cannot be movable, it is ensured that the stability of whole scaffold.The width of the second interface 83 is more bigger, and this is
Because reserving the space of some activity.Brace 9 is obliquely installed, and lower end is connected with a clip disk, upper end and oblique upper
Another clip disk connect, accordingly, with respect to cross rod connector, need empty to the reserved more activity adjustment of brace
Between, allow brace two ends consolidate connection, form a stable triangle, scaffold is connected firmly.
With reference to shown in Fig. 9, clip disk 8 has middle disk segments 81, and is located at disk segments edge and is bent downwardly
Arc section 84, the height h of arc section 84 is suitable with the height of the width of U-lag and snapping bayonet socket h0, or is slightly less than U
The height of shape groove and snapping bayonet socket.Therefore, in assembling, arc section 84 can be snapped onto in U-lag and snapping bayonet socket, and segmental arc
84 spaces for almost not having activity in U-lag and snapping bayonet socket, it is ensured that between cross rod connector, brace and clip disk
The stability of connection.Meanwhile, traditional clip disk (snapping in by disk segments, the thickness of disk segments will certainly be increased) is compared,
Increased arc section and only play the effect blocked by arc section, greatly reduce the thickness of disk segments, reduce whole solid
Surely weight and the production cost of disk are detained.
With reference to shown in Figure 10, plate of standing is used for people and walks and operation, and plate 11 of standing is made up of crossbeam 15 and wire netting 16, and crossbeam is erected
To be provided with many laterally side by side, horizontal and vertically arranged beam welding forms framework together, and wire netting 16 is arranged on
On the framework.Metal hanger 17 is installed on outermost crossbeam, whole station plate is fixed on cross bar by metal hanger 17.
There is on metal hanger 17 semicircular arc hook and rectilinear linkage section 171, arc hook hooks the upside of cross bar 1.Connection
Section 171 is welded on crossbeam or is plugged on the crossbeam, also, at least in the station plate left and right sides or at least in station plate
The metal hanger is installed on the crossbeam of both sides in front and back.Normally, metal hanger is installed on the crossbeam of both sides before and after the plate of station
17, in order to improve bearing capacity and safety, metal hanger 17 can be respectively mounted on the crossbeam of station plate surrounding, hang over the horizontal stroke of surrounding
On bar 1.2-6 metal hanger is installed on each crossbeam, normally, 4 metal hangers is installed on a crossbeam.
With reference to shown in Figure 11 and Figure 12, it is preferable that linkage section 171 is plugged on the crossbeam, there is on crossbeam 15 grafting
Hole 151, the linkage section 171 of metal hanger are inserted in the spliced eye 151.The diameter of spliced eye 151 and the diameter of linkage section
Quite so that be completely embedded between metal hanger and crossbeam firmly, force dispersion and uniform on linkage section.The length of spliced eye 151
Degree is more than or equal to the length of linkage section, or even spliced eye penetrates the both sides of whole crossbeam, linkage section can be selected as needed to insert
Length, the installation site of whole station plate is finely adjusted, live needs are met, it is ensured that plate of stand is installed and consolidated.
With reference to shown in Figure 13, it is highly preferred that spliced eye 151 has angle with horizontal plane, the oral area from spliced eye is inside, inserts
The inwall for connecing hole defines acclivitous inclined-plane.Meanwhile, linkage section 171 and the spliced eye 151 of metal hanger match, and
Define：From cross bar 1 to the direction of crossbeam 15, acclivitous inclined-plane on linkage section 171, is defined.The purpose of this structure exists
In, due to whole station plate Impact direction downwards, therefore the Impact direction of crossbeam and metal hanger linkage section be all it is downward, it is and golden
The linkage section of category hook is slightly inclined upwards, is more uniformly stressed, and bearing strength is higher.Meanwhile, in the arc hook of metal hanger
An active force N can be produced to cross bar also with the junction of linkage section, be further increased between station plate and cross rod connector
Linking intensity, plate of standing are installed and are more consolidated, and have ensured safety.
Finally it should be noted that：Above example only not limits this utility model and is retouched to illustrate this utility model
The technical scheme stated, therefore, although this specification this utility model is had been carried out with reference to each above-mentioned embodiment it is detailed
Illustrate, but, it will be understood by those within the art that, still this utility model can be modified or be equal to replace
Change, and all are without departing from technical scheme and its improvement of spirit and scope of the present utility model, which all should cover new in this practicality
In the right of type.
Claims (5)
1. Board position is adjustable and the assembly scaffold of new generation with superelevation security performance at a kind of station, with cross rod connector,
Vertical rod (7) and brace (9), cross rod connector and vertical rod constitute the scaffold of upper and lower multilamellar, are equipped with station plate on each layer
(11), it is characterised in that plate of standing is made up of crossbeam (15) and wire netting (16), crossbeam is vertical and lateral connection forms framework, gold
Category net is installed on said frame, is provided with metal hanger (17) on outermost crossbeam, is had semicircular on metal hanger
Arc hook and rectilinear linkage section, arc hook hook the upside of cross rod connector, and linkage section is welded on crossbeam or grafting
On the crossbeam, also, it is provided with the crossbeam of both sides at least in the station plate left and right sides or at least before and after the plate of station described
Metal hanger.
2. Board position is adjustable and the assembly scaffold of new generation with superelevation security performance at station according to claim 1,
Characterized in that, being provided with 2-6 metal hanger on each crossbeam.
3. Board position is adjustable and the assembly scaffold of new generation with superelevation security performance at station according to claim 1,
Characterized in that, having spliced eye (151) on crossbeam, the linkage section (171) of metal hanger is inserted in the spliced eye.
4. Board position is adjustable and the combination foot handss of new generation with superelevation security performance the station according to Claims 2 or 3
Frame, it is characterised in that spliced eye and horizontal plane have angle, from the oral area of spliced eye inwardly, the inwall of spliced eye define to
Upper inclined inclined-plane.
5. Board position is adjustable and the assembly scaffold of new generation with superelevation security performance at station according to claim 4,
Characterized in that, the linkage section of the metal hanger is matched with spliced eye, and define：From cross rod connector to crossbeam
Direction, linkage section define acclivitous inclined-plane on (171).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620961029.0U CN206034888U (en) | 2016-08-29 | 2016-08-29 | Combination formula scaffold frame of new generation that board position is adjustable and have super high security performance of standing |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620961029.0U CN206034888U (en) | 2016-08-29 | 2016-08-29 | Combination formula scaffold frame of new generation that board position is adjustable and have super high security performance of standing |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206034888U true CN206034888U (en) | 2017-03-22 |
Family
ID=58304558
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620961029.0U Expired - Fee Related CN206034888U (en) | 2016-08-29 | 2016-08-29 | Combination formula scaffold frame of new generation that board position is adjustable and have super high security performance of standing |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206034888U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106193575A (en) * | 2016-08-29 | 2016-12-07 | 上海捷超脚手架有限公司 | Board position of standing is adjustable and has the assembly scaffold of new generation of superelevation security performance |
| CN111493336A (en) * | 2020-04-24 | 2020-08-07 | 德昌县茂源长（童耳朵）食品有限责任公司 | Automatic whole-turning and air-drying equipment for dried mulberries and air-drying process thereof |
-
2016
- 2016-08-29 CN CN201620961029.0U patent/CN206034888U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106193575A (en) * | 2016-08-29 | 2016-12-07 | 上海捷超脚手架有限公司 | Board position of standing is adjustable and has the assembly scaffold of new generation of superelevation security performance |
| CN111493336A (en) * | 2020-04-24 | 2020-08-07 | 德昌县茂源长（童耳朵）食品有限责任公司 | Automatic whole-turning and air-drying equipment for dried mulberries and air-drying process thereof |
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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 | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20170322 Termination date: 20190829 |