CN106193575A - Board position of standing is adjustable and has the assembly scaffold of new generation of superelevation security performance - Google Patents
Board position of standing is adjustable and has the assembly scaffold of new generation of superelevation security performance Download PDFInfo
- Publication number
- CN106193575A CN106193575A CN201610741857.8A CN201610741857A CN106193575A CN 106193575 A CN106193575 A CN 106193575A CN 201610741857 A CN201610741857 A CN 201610741857A CN 106193575 A CN106193575 A CN 106193575A
- Authority
- CN
- China
- Prior art keywords
- crossbeam
- station
- security performance
- scaffold
- metal hanger
- 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.)
- Pending
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G5/00—Component parts or accessories for scaffolds
- E04G5/08—Scaffold boards or planks
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G7/00—Connections between parts of the scaffold
- E04G7/02—Connections between parts of the scaffold with separate coupling elements
- E04G7/28—Clips or connections for securing boards
Abstract
It is adjustable and have the assembly scaffold of new generation of superelevation security performance that the present invention discloses a kind of Board position of standing, there is cross rod connector, vertical rod and brace, cross rod connector and vertical rod constitute the scaffold of upper and lower multilamellar, station plate it is equipped with on each layer, plate of standing is made up of crossbeam and wire netting, crossbeam is vertical and lateral connection forms framework, wire netting is arranged on framework, on outermost crossbeam, metal hanger is installed, there is on metal hanger semicircular arc hook and rectilinear linkage section, arc hook hooks the upside of cross rod connector, linkage section is welded on crossbeam or is plugged on described crossbeam.Advantages of the present invention: by special attachment structure and connected mode, makes stable connection between station plate and cross bar, and the weight capacity of plate of standing promotes, and is completely embedded and will not loosen, it is achieved that the installation of scaffold firm stable, ensured security performance between all parts.
Description
Technical field
The present invention relates to scaffold field, particularly relate to a kind of Board position of standing adjustable and there is new the one of superelevation security performance
For assembly scaffold.
Background technology
Scaffold (scaffold) refers to that job site is operative and solves vertically and horizontally to transport set up various
Support.The generic term on building circle, refers to be used in the higher ground that cannot directly construct of exterior wall, inside fitting or floor height on construction site
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., build a framework the most exactly,
Scaffold makes material generally to be had: bamboo and wood, steel pipe or synthetic material etc..Some engineering also uses when template with scaffold, in addition
The most extensively used in departments such as advertising, municipal administration, traffic road and bridge, mines.
Scaffold the most on the market is commonly provided with many parts, is easily lost, and mounting process is complicated, needs outfit each
Plant equipment could realize installing, waste of manpower and material resources.Plate of standing is the platform on scaffold for walking and operation, and plate of standing is installed
Stability the safety of whole scaffold is had the most rigid.
Summary of the invention
The invention aims to make up the deficiencies in the prior art, it is provided that a kind of station Board position is adjustable and has superelevation
The assembly scaffold of new generation of security performance, on the premise of ensureing the performances such as its original bearing capacity, can realize Fast Installation,
Simple in construction, dismounting uses manpower and material resources sparingly, and safety simultaneously is high, and stable connection between parts will not loosen.
A kind of Board position of standing is adjustable and has the assembly scaffold of new generation of superelevation security performance, has cross bar and connects
Part, vertical rod and brace, cross rod connector and vertical rod constitute the scaffold of upper and lower multilamellar, and each layer is equipped with station plate, its
Being characterised by, plate of standing is made up of crossbeam and wire netting, and crossbeam is vertical and lateral connection forms framework, and wire netting is arranged on described frame
On frame, outermost crossbeam is provided with metal hanger, metal hanger has semicircular arc hook and rectilinear connection
Section, arc hook hooks the upside of cross rod connector, and linkage section is welded on crossbeam or is plugged on described crossbeam, and, extremely
In the plate left and right sides, station or at least before and after the plate of station, on the crossbeam of both sides, described metal hanger is installed less.
Preferably, each crossbeam is provided with 2-6 metal hanger.
Preferably, crossbeam having spliced eye, the linkage section of metal hanger is inserted in described spliced eye.
Preferably, spliced eye and horizontal plane have angle, inside from the oral area of spliced eye, the inwall of spliced eye define to
The inclined-plane of upper inclination.
Preferably, the linkage section of described metal hanger matches with spliced eye, and defines: from cross rod connector to horizontal stroke
The direction of beam, linkage section defines acclivitous inclined-plane.
The invention have the benefit that
By special attachment structure and connected mode, make stable connection between station plate and cross bar, the weight capacity of plate of standing
Promote, be completely embedded between all parts and will not loosen, it is achieved that the installation of scaffold firm stable, ensured security performance.
Directly being welded and fixed buckle dish in the direct punching press in cross bar steel pipe two ends joint, vertical rod, simple in construction, part is few, and assembly and disassembly are all
Easily, the weight of product and also declining to a great extent of production cost simultaneously.
Promote scaffold industry product to retrofit, upgrade, regenerate, made enterprise possess the stronger market competitiveness, before application
Scape is wide, and this product has good economic benefit and social benefit.
Accompanying drawing explanation
Fig. 1 is the structural representation of scaffold of the present invention；
Fig. 2 is the partial enlarged drawing in Fig. 1 at I；
Fig. 3 is clip dish and structural representation when cross rod connector and brace assembling
Fig. 4 is the structural representation of cross rod connector；
Fig. 5 is side cross-sectional structural representation during connector insertion latch；
Fig. 6 is the plan structure schematic diagram of Fig. 2；
Fig. 7 is the right TV structure schematic diagram of Fig. 2；
Fig. 8 is the structural representation of latch；
Fig. 9 is the cross section structure schematic diagram of clip dish；
Figure 10 is the structural representation during plate installation of station；
Structural representation when Figure 11 metal hanger is installed；
Figure 12 is the decomposition texture schematic diagram of Figure 11；
Figure 13 is the structural representation of Figure 11 another kind embodiment.
Detailed description of the invention
Below in conjunction with embodiment, the invention will be further described, but protection scope of the present invention is not limited solely to implement
Example.
As it is shown in figure 1, a kind of Board position of standing is adjustable and has the assembly scaffold of new generation of superelevation security performance, 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 is obliquely installed for fixing scaffold.Each layer is equipped with station plate 11, sets between upper and lower two-layer
Having for current stair 10, the periphery of every layer is provided with guardrail 13.
Shown in Fig. 2 and Fig. 3, along the length direction of vertical rod 7, vertical rod 7 is welded with multiple clip dish 8, fixing
Spacing between button dish 8 can set according to actual needs, and the spacing between the most adjacent two clip dishes 8 is 50-80cm.Gu
Determine button dish 8 to be directly welded in vertical rod 7, form one, need not assemble up, use convenient.Clip dish 8 is provided with
One interface 82 and the second interface 83, the first interface 82 and the second interface 83 interval are arranged, normally, and each clip
Dish 8 is provided with 4 the first interfaces 82 and 4 the second interfaces 83.The end of cross rod connector is connected to described first grafting
On mouth 82, the end of brace 9 is connected on described second interface 83.
Shown in Fig. 4-Fig. 7, cross rod connector has cross bar 1 and the punching press crossbar joint at described cross bar two ends
4, cross bar 1 and crossbar joint 4 are one.Being provided with snapping bayonet socket 5 and square hole 6 on crossbar joint 4, 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 dish 8 snaps in snapping
Bayonet socket, square hole 6 aligns with the first interface 82, is inserted into latch 2 at upper and lower square hole and the first interface.Along from cross bar 1
Middle part to the direction of crossbar joint 4 outer end, i.e. in figure from middle toward the direction on both sides, the width of crossbar joint 4 gradually drops
Low, it is ensured that the energy multiple crossbar joint of grafting on a socket, can reach 8 the when of many.And about crossbar joint two
Side wall surface constitutes the angle α of 30 °-35 °.
Brace 9 is connected with clip dish 8 by U-shaped connector 12, and U-shaped connector 12 has U-lag, and U-shaped connects
The both sides up and down of part 12 have perforation (not illustrating), during connection: clip dish 8 snaps in described U-lag, perforation and the second grafting
Mouth 83 alignment, is inserted into latch 2 at 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.
Shown in Fig. 8, latch has body 22, and body 22 is more than the wedge structure of lower end width for upper end width, this
The lower end of body has crotch structure 23, the upper side of body along having the recess 21 being inwardly recessed, recess 21 can be easy to hand-held and
Apply active force and extract latch.In 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
Tilt.And along from the middle part of cross bar to the direction of crossbar joint outer end, i.e. in figure from middle toward the direction on both sides: 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 makes the square hole 6 of upside the most slightly upwardly incline
Tiltedly, the square hole of downside is the most downward-sloping.Square hole 6 width L0 outline in the horizontal direction is less than length L of square hole itself, therefore,
After latch 2 inserts two square holes, the square hole of inclination has location and position-limiting action to latch, can clamping latch.Further, owing to inserting
Pin is the shape bent a little, and the incline direction of two square holes is inconsistent, energy clamping latch 2 further, prevents latch 2
Depart from.It addition, crotch structure 23 can catch on crossbar joint or the bottom of U-shaped connector 12 when latch moves, prevent further
Latch departs from.
Being provided with dismountable rivet 3 in crotch structure 23, rivet 3 penetrates the both sides of crotch structure 23, rivet and crotch
Structure is threaded or interference fit connects, it is ensured that rivet 3 without departing from.And the length of rivet 3 is more than the first interface 82
And second width of interface 83, therefore, no matter how latch moves, and rivet all can be inserted by the first interface 82 or second
Interface 83 blocks, thus under normal circumstances latch without departing from.When assembling, after inserting latch, rivet is installed again；Dismounting
Time, extract latch again after taking out rivet.
The width of the second interface 83 is more than the width of the first interface 82, it is simple to can correctly install during installation.First inserts
The width of interface 82 is actually the most identical with the width of square hole 6, 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 dish, 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 most movable space.Brace 9 is obliquely installed, and lower end is connected with a clip dish, upper end and oblique upper
Another clip dish connect, accordingly, with respect to cross rod connector, need to adjust sky to brace is reserved more movable
Between, allow brace two ends can consolidate connection, form a stable triangle, scaffold is connected firmly.
Shown in Fig. 9, clip dish 8 has the disk segments 81 of centre and is positioned at disk segments edge and is bent downwardly
Arc section 84, the height of the height h of arc section 84 and the width of U-lag and snapping bayonet socket h0 is suitable, or is slightly less than U
Shape groove and the height of snapping bayonet socket.Therefore, when assembling, arc section 84 can snap onto in U-lag and snapping bayonet socket, and segmental arc
84 in U-lag and snapping bayonet socket almost without movable space, it is ensured that between cross rod connector, brace and clip dish
The stability connected.Meanwhile, compare traditional clip dish (being snapped in, the thickness of disk segments will certainly be increased) by disk segments,
Add arc section and only played the effect blocked by arc section, greatly reducing the thickness of disk segments, decreasing whole solid
Determine weight and the production cost of button dish.
Shown in Figure 10, plate of standing is for people's walking and operation, and plate 11 of standing is made up of crossbeam 15 and wire netting 16, and crossbeam erects
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 described framework.Being provided with metal hanger 17 on outermost crossbeam, whole station plate is fixed on cross bar by metal hanger 17.
Having semicircular arc hook and rectilinear linkage section 171 on metal hanger 17, arc hook hooks the upside of cross bar 1.Connect
Section 171 is welded on crossbeam or is plugged on described crossbeam, and, at least in the plate left and right sides, station or at least at station plate
Front and back on the crossbeam of both sides, described metal hanger is installed.Normally, before and after the plate of station, on the crossbeam of both sides, metal hanger is installed
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, a crossbeam is installed 4 metal hangers.
Shown in Figure 11 and Figure 12, it is preferable that linkage section 171 is plugged on described crossbeam, and crossbeam 15 has grafting
Hole 151, the linkage section 171 of metal hanger is inserted in described spliced eye 151.The diameter of spliced eye 151 and the diameter of linkage section
Quite so that be completely embedded firmly between metal hanger and crossbeam, force dispersion and uniformly on linkage section.The length of spliced eye 151
Degree is more than or equal to the length of linkage section, and even spliced eye penetrates the both sides of whole crossbeam, linkage section can be selected as required to insert
Length, the installation site of whole station plate is finely adjusted, meets on-the-spot needs, it is ensured that plate of stand is installed and consolidated.
Shown in Figure 13, it is highly preferred that spliced eye 151 and horizontal plane have angle, inside from the oral area of spliced eye, insert
The inwall connecing hole defines acclivitous inclined-plane.Meanwhile, the linkage section 171 of metal hanger matches with spliced eye 151, and
Define: from cross bar 1 to the direction of crossbeam 15, linkage section 171 defines acclivitous inclined-plane.The purpose of this structure exists
In, owing to whole station plate Impact direction is downward, therefore the Impact direction of crossbeam and metal hanger linkage section is all downward, and golden
The linkage section belonging to hook is slightly inclined upwards, is more uniformly stressed, and bearing strength is higher.Meanwhile, at the arc hook of metal hanger
Also cross bar can be produced an active force N with the junction of linkage section, further increase between station plate and cross rod connector
Linking intensity, plate of standing is installed more firm, has been ensured safety.
Last it is noted that above example only in order to the present invention is described and and unrestricted technology described in the invention
Scheme, therefore, although this specification with reference to each above-mentioned embodiment to present invention has been detailed description, but, this
Field it is to be appreciated by one skilled in the art that still the present invention can be modified or equivalent, and all without departing from this
The technical scheme of the spirit and scope of invention and improvement thereof, it all should be contained in scope of the presently claimed invention.
Claims (5)
1. Board position of standing is adjustable and has an assembly scaffold of new generation for superelevation security performance, have cross rod connector,
Vertical rod (7) and brace (9), cross rod connector and vertical rod constitute the scaffold of upper and lower multilamellar, each layer are equipped with station plate
(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
Belong to net to install on said frame, outermost crossbeam is provided with metal hanger (17), metal hanger has semicircular
Arc hook and rectilinear linkage section, arc hook hooks the upside of cross rod connector, and linkage section is welded on crossbeam or grafting
On described crossbeam, and, at least in the plate left and right sides, station or be at least provided with described before and after the plate of station on the crossbeam of both sides
Metal hanger.
Station the most according to claim 1 Board position is adjustable and has the assembly scaffold of new generation of superelevation security performance,
It is characterized in that, each crossbeam is provided with 2-6 metal hanger.
Station the most according to claim 1 Board position is adjustable and has the assembly scaffold of new generation of superelevation security performance,
It is characterized in that having spliced eye (151) on crossbeam, the linkage section (171) of metal hanger is inserted in described spliced eye.
4. adjustable according to the station Board position described in Claims 2 or 3 and there is the combination foot hands of new generation of superelevation security performance
Frame, it is characterised in that spliced eye and horizontal plane have angle, inside from the oral area of spliced eye, the inwall of spliced eye define to
The inclined-plane of upper inclination.
Station the most according to claim 4 Board position is adjustable and has the assembly scaffold of new generation of superelevation security performance,
It is characterized in that, the linkage section of described metal hanger matches with spliced eye, and defines: from cross rod connector to crossbeam
Direction, linkage section defines acclivitous inclined-plane on (171).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610741857.8A CN106193575A (en) | 2016-08-29 | 2016-08-29 | Board position of standing is adjustable and has the assembly scaffold of new generation of superelevation security performance |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610741857.8A CN106193575A (en) | 2016-08-29 | 2016-08-29 | Board position of standing is adjustable and has the assembly scaffold of new generation of superelevation security performance |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN106193575A true CN106193575A (en) | 2016-12-07 |
Family
ID=57526981
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610741857.8A Pending CN106193575A (en) | 2016-08-29 | 2016-08-29 | Board position of standing is adjustable and has the assembly scaffold of new generation of superelevation security performance |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106193575A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109339240A (en) * | 2018-11-20 | 2019-02-15 | 华北水利水电大学 | Ecological environment-friendly type simple construction structure |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO1994006982A1 (en) * | 1992-09-24 | 1994-03-31 | Fujiki, Takayori | Scaffold member |
| JP2002213076A (en) * | 2001-01-17 | 2002-07-31 | Alinco Inc | Spacer for preventing side slip of scaffolding board |
| CN2813772Y (en) * | 2004-05-17 | 2006-09-06 | 金光夫 | Fixing device for securing scaffold working pedal board |
| CN202279217U (en) * | 2011-09-05 | 2012-06-20 | 浙江造船有限公司 | Pin-type scaffold |
| CN204940915U (en) * | 2015-07-21 | 2016-01-06 | 张战胜 | Dish button construction safety cat ladder |
| CN105350755A (en) * | 2015-11-26 | 2016-02-24 | 重庆钢星建筑工程有限公司 | Novel scaffold |
| CN206034888U (en) * | 2016-08-29 | 2017-03-22 | 上海捷超脚手架有限公司 | Combination formula scaffold frame of new generation that board position is adjustable and have super high security performance of standing |
-
2016
- 2016-08-29 CN CN201610741857.8A patent/CN106193575A/en active Pending
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO1994006982A1 (en) * | 1992-09-24 | 1994-03-31 | Fujiki, Takayori | Scaffold member |
| JP2002213076A (en) * | 2001-01-17 | 2002-07-31 | Alinco Inc | Spacer for preventing side slip of scaffolding board |
| CN2813772Y (en) * | 2004-05-17 | 2006-09-06 | 金光夫 | Fixing device for securing scaffold working pedal board |
| CN202279217U (en) * | 2011-09-05 | 2012-06-20 | 浙江造船有限公司 | Pin-type scaffold |
| CN204940915U (en) * | 2015-07-21 | 2016-01-06 | 张战胜 | Dish button construction safety cat ladder |
| CN105350755A (en) * | 2015-11-26 | 2016-02-24 | 重庆钢星建筑工程有限公司 | Novel scaffold |
| CN206034888U (en) * | 2016-08-29 | 2017-03-22 | 上海捷超脚手架有限公司 | Combination formula scaffold frame of new generation that board position is adjustable and have super high security performance of standing |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109339240A (en) * | 2018-11-20 | 2019-02-15 | 华北水利水电大学 | Ecological environment-friendly type simple construction structure |
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| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20161207 |
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| WD01 | Invention patent application deemed withdrawn after publication |