CN106013760A - Sized foot baffle for building scaffold - Google Patents
Sized foot baffle for building scaffold Download PDFInfo
- Publication number
- CN106013760A CN106013760A CN201610527379.0A CN201610527379A CN106013760A CN 106013760 A CN106013760 A CN 106013760A CN 201610527379 A CN201610527379 A CN 201610527379A CN 106013760 A CN106013760 A CN 106013760A
- Authority
- CN
- China
- Prior art keywords
- foot guard
- guard plate
- locking plate
- plate
- building scaffold
- 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
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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
- E04G5/001—Safety or protective measures against falling down relating to scaffoldings
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The invention discloses a sized foot baffle for a building scaffold, relates to the technical field of a component of the building scaffold, and aims at the problems that in existing building scaffold protective measures, splats are insecurely connected with upright tubes and cross bars, are inconvenient to disassemble and assemble and are high in material loss. The sized foot baffle comprises a foot baffle and at least two fixing locking plates, wherein the foot baffle is arranged between two adjacent upright tubes of the scaffold, the fixing locking plates are respectively arranged at both ends of the foot baffle and are connected with the foot baffle and the upright tubes; one ends of the fixing locking plates are buckled on the upright tubes; the other ends of the fixing locking plates are fixedly connected onto the foot baffle.
Description
Technical field
The present invention relates to building scaffold component technology field, the sizing particularly to a kind of building scaffold keeps off
Sole.
Background technology
At present, in building scaffold system, drop in order to avoid object or personnel fall down and tumble to scaffold
Edge and there is security incident, relatively conventional safeguard procedures are, by splat with iron wire colligation at foot hands
In the vertical rod of frame and cross bar, but its exist be connected between splat with vertical rod and cross bar insecure, dismounting not
Convenient, and the drawback such as spillage of material is big.
Summary of the invention
For in existing building scaffold safeguard procedures, it is connected loosely between splat with vertical rod and cross bar
Gu, dismounting is inconvenient and spillage of material is big problem, it is an object of the invention to provide a kind of building scaffold
Sizing foot guard plate, by be arranged at the fixing locking plate at foot guard plate two ends be connected to scaffold adjacent two stand
Between bar, disassembling operations is easy and connects reliable, reusable, without spillage of material, energy-conserving and environment-protective, energy
Enough it is prevented effectively from object to drop or personnel fall down the security incident rolling down to scaffold limit and cause.
The technical solution adopted for the present invention to solve the technical problems is: the sizing foot guard plate bag of building scaffold
Include: one is arranged at the foot guard plate between adjacent two vertical rods of described scaffold；It is respectively arranged at described gear foot
The two ends of plate, and at least two connecting described foot guard plate and described vertical rod fixes locking plate, described fixing locking plate
One end be buckled in described vertical rod, the other end of described fixing locking plate is fixed on described foot guard plate.
Preferably, each described fixing locking plate includes locking plate one and the locking plate two being positioned at described foot guard plate both sides,
Described locking plate one and described locking plate two are respectively provided with a curved portions, described locking plate one and the arc of described locking plate two
The cambered surface that portion surrounds matches with described vertical rod.
Preferably, the line of the described cambered surface end axis by described vertical rod.
Preferably, the end of the curved portions of described locking plate one and described locking plate two is provided with pad.
Preferably, each described fixing locking plate is by being positioned on same level line and spaced through hole one He
Through hole two is connected with described foot guard plate rivet interlacement or bolt, wherein, near the described through hole one of described vertical rod
On have crescent so that described fixing locking plate can rotate around the described through hole two away from described vertical rod.
Preferably, the described fixing locking plate being connected to same described foot guard plate two ends is crisscross arranged.
Preferably, the longitudinal section of described foot guard plate is L-shaped, and the edge of described foot guard plate has and bends inwards
Groove.
Preferably, described foot guard plate and described fixing locking plate are made by galvanized steel plain sheet.
Effect of the invention is that: the sizing foot guard plate of building scaffold of the present invention, by being arranged at foot guard plate
The fixing locking plate at two ends is connected between adjacent two vertical rods of scaffold, fixing locking plate and foot guard plate group
Synthesis canalization product, and then substitute traditional wooden foot guard plate, the sizing foot guard plate of this building scaffold is each
Connecting reliable and dismounting simplicity between parts, parts are reusable, without spillage of material, and energy-conserving and environment-protective, its
Safety and intensity all can meet job specfication and use requirement, it is possible to is prevented effectively from object and drops or personnel fall
The security incident rolling down to scaffold limit and cause.
Accompanying drawing explanation
Fig. 1 is the structural representation of the sizing foot guard plate of the building scaffold of one embodiment of the invention；
Fig. 2 is the sizing schematic diagram that is installed on scaffold of foot guard plate of the building scaffold of one embodiment of the invention；
Fig. 3 is the structural representation of the foot guard plate of one embodiment of the invention；
Fig. 4 is the upward view of Fig. 3；
Fig. 5 is the side view of Fig. 3；
Fig. 6 is fixing locking plate and vertical rod, the schematic diagram of foot guard plate annexation of one embodiment of the invention.
Detailed description of the invention
Below in conjunction with the drawings and specific embodiments the sizing foot guard plate of the building scaffold that the present invention proposes made into
One step describes in detail.According to following explanation and claims, advantages and features of the invention will be apparent from.
It should be noted that, accompanying drawing all uses the form simplified very much and all uses non-ratio accurately, only in order to convenient,
Aid in illustrating the purpose of the embodiment of the present invention lucidly.For sake of convenience, described below " on ", D score,
"left", "right" is consistent with the direction of the upper and lower, left and right of accompanying drawing, but this can not become the technology of the present invention
The restriction of scheme.
Refer to Fig. 2, the present embodiment is as a example by dish buckle type scaffold, and the support section of dish buckle type scaffold is by standing
The cross bar 2 of bar 1 and band latch 4 forms, and vertical rod 1 is welded with connection dish 3, and the latch 4 of cross bar 2 inserts even
Flange 3 is fixed.The sizing foot guard plate 100 of the building scaffold of the present invention is described below in conjunction with Fig. 1 to Fig. 6,
It includes the foot guard plate 10 between two vertical rods 1 being arranged at scaffold and above scaffold board 5；Set respectively
Being placed in the two ends of foot guard plate 10, and connect two fixing locking plates 20 of foot guard plate 10 and vertical rod 1, this is fixed
One end of locking plate 20 is buckled in vertical rod 1, and its other end is fixed on foot guard plate 10.Certainly, the most only
It is an example, uses plural fixing locking plate 20 can improve the connection of foot guard plate 10 and vertical rod 1
Intensity, here is omitted.
The sizing foot guard plate 100 of the building scaffold of the present invention, by being arranged at the fixing of foot guard plate 10 two ends
Locking plate 20 is connected between adjacent two vertical rods 1 of scaffold, fixing locking plate 20 and foot guard plate 10 groups
Synthesis canalization product, and then substitute traditional wooden foot guard plate, the sizing foot guard plate 100 of this building scaffold
Connecting reliable and dismounting simplicity between each parts, parts are reusable, without spillage of material, and energy-conserving and environment-protective,
Its safety and intensity all can meet job specfication and use requirement, it is possible to is prevented effectively from object and drops or personnel
Fall down the security incident rolling down to scaffold limit and cause.
As shown in Figure 6, each fixing locking plate 20 includes locking plate 1 and the locking plate being positioned at foot guard plate 10 both sides
2 22, locking plate 1 and locking plate 2 22 are respectively provided with a curved portions, and locking plate 1 and locking plate 2 22
The cambered surface that curved portions surrounds matches with vertical rod 1.Have resilient curved portions to fit tightly with vertical rod 1,
Increase the frictional force between fixing locking plate 20 and vertical rod 1 so that fixing locking plate 20 is buckled in vertical securely
On bar 1, it is ensured that the sizing foot guard plate 100 of building scaffold and being stably connected with of scaffold.
It is also preferred that the left the axle that the line of the end of locking plate 1 and the surrounded cambered surface of locking plate 2 22 is by vertical rod 1
Line, above-mentioned setting is more beneficial for the curved portions of locking plate 1 and locking plate 2 22 and firmly grasps vertical rod 1, and also allows for
Dismounting.
More preferably, the end of the curved portions of locking plate 1 and locking plate 2 22 is provided with pad (not shown),
The setting of pad can increase the frictional force between locking plate 21,22 and vertical rod 1, it is to avoid fixing locking plate 20 exists
Skidding off vertical rod 1 under the shock of external force, this pad can use antiwear rubber, plastic or other material to make.
Please continue to refer to Fig. 1, in scheming, as a example by the fixing locking plate 20 on right side, its concrete structure is described, fixing lock
Sheet 20 is by being positioned on same level line and spaced through hole 1 and through hole 2 24 and foot guard plate 10
Rivet interlacement or bolt connect, and wherein, have crescent 25 on the through hole 1 of vertical rod 1 so that Gu
Lock sheet 20 can rotate around the through hole 2 24 away from vertical rod 1.When installing determining of this building scaffold
During type foot guard plate 100, being rotated counterclockwise by the fixing locking plate 20 on right side, the fixing locking plate 20 in left side is the most suitable
Hour hands rotate, and i.e. shrink two fixing locking plates 20, then are placed by the sizing foot guard plate 100 of this building scaffold
Between adjacent two vertical rods 1, and two fixing locking plates 20 are made to be respectively aligned to two vertical rods 1, finally,
Fixing locking plate 20 on the right side of turning clockwise makes it be buckled in the vertical rod 1 on right side, similar, revolve counterclockwise
The fixing locking plate 20 of side of turning left makes it be buckled in the vertical rod 1 in left side, and then realizes the sizing of building scaffold
The location of foot guard plate 100.Visible, by the fixing locking plate 20 of foot guard plate 10 both sides in crescent 25
Rotate so that fixing locking plate 20 upset is flexible, it is achieved that the sizing foot guard plate 100 of building scaffold and both sides
Removably connecting between vertical rod 1.
As depicted in figs. 1 and 2, the fixing locking plate 20 being connected to same foot guard plate 10 two ends is crisscross arranged,
It is to say, two the fixing locking plates 20 being positioned at foot guard plate 10 arranged on left and right sides are not positioned on same level line,
It is arranged such, it is possible on the premise of using minimal number of fixing locking plate 20, it is ensured that foot guard plate 10 is with vertical
Being stably connected with between bar 1, it is to avoid foot guard plate 10 deforms upon under the effect of external force.
As shown in Figures 3 to 5, the longitudinal section of above-mentioned foot guard plate 10 is L-shaped, and the edge of foot guard plate 10
Having the groove 11,12 bent inwards, groove 11,12 can effectively prevent workmen at carrying building foot
During the sizing foot guard plate 100 of hand cradle injured, but also serve the effect preventing object from falling.Separately
Outward, the latch 4 for ease of cross bar 2 both sides inserts in connection dish 3, and the both sides of above-mentioned foot guard plate 10 are additionally provided with
Breach.
Above-mentioned foot guard plate 10 and fixing locking plate 20 are made by galvanized steel plain sheet, and preferred Q235 is zinc-plated for the present embodiment
Steel plate, sizing foot guard plate 100 fire protecting performance of building scaffold using above-mentioned material to make is good, reduce
The consumption of timber, has the advantages such as energy-conserving and environment-protective.
Foregoing description is only the description to present pre-ferred embodiments, not any restriction to the scope of the invention,
Any change that the those of ordinary skill in field of the present invention does according to the disclosure above content, modification, belong to power
Profit claimed range.
Claims (8)
1. the sizing foot guard plate of building scaffold, it is characterised in that including:
Foot guard plate between one adjacent two vertical rods being arranged at described scaffold；
It is respectively arranged at the two ends of described foot guard plate, and connects at least two of described foot guard plate and described vertical rod
Fixing locking plate, one end of described fixing locking plate is buckled in described vertical rod, and the other end of described fixing locking plate is solid
It is connected on described foot guard plate.
The sizing foot guard plate of building scaffold the most according to claim 1, it is characterised in that: each described fixing
Locking plate includes locking plate one and the locking plate two being positioned at described foot guard plate both sides, described locking plate one and described locking plate two points
Not there is a curved portions, the cambered surface that the curved portions of described locking plate one and described locking plate two surrounds and described vertical rod phase
Coordinate.
The sizing foot guard plate of building scaffold the most according to claim 2, it is characterised in that: described cambered surface end
The line axis by described vertical rod.
The sizing foot guard plate of building scaffold the most according to claim 2, it is characterised in that: described locking plate one He
The end of the curved portions of described locking plate two is provided with pad.
5. according to the sizing foot guard plate of building scaffold described in any one of Claims 1-4, it is characterised in that: every
Individual described fixing locking plate is by being positioned on same level line and spaced through hole one and through hole two and described gear
Sole rivet interlacement or bolt connect, and wherein, have crescent on the described through hole one of described vertical rod,
Make the described fixing locking plate can be around described through hole two rotation away from described vertical rod.
6. according to the sizing foot guard plate of building scaffold described in any one of Claims 1-4, it is characterised in that: even
The described fixing locking plate being connected to same described foot guard plate two ends is crisscross arranged.
7. according to the sizing foot guard plate of building scaffold described in any one of Claims 1-4, it is characterised in that: institute
The longitudinal section stating foot guard plate is L-shaped, and the edge of described foot guard plate has the groove bent inwards.
8. according to the sizing foot guard plate of building scaffold described in any one of Claims 1-4, it is characterised in that: institute
State foot guard plate and described fixing locking plate is made by galvanized steel plain sheet.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610527379.0A CN106013760A (en) | 2016-07-06 | 2016-07-06 | Sized foot baffle for building scaffold |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610527379.0A CN106013760A (en) | 2016-07-06 | 2016-07-06 | Sized foot baffle for building scaffold |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN106013760A true CN106013760A (en) | 2016-10-12 |
Family
ID=57106946
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610527379.0A Pending CN106013760A (en) | 2016-07-06 | 2016-07-06 | Sized foot baffle for building scaffold |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106013760A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115012640A (en) * | 2022-06-24 | 2022-09-06 | 上海外高桥造船有限公司 | Foot blocking plate |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH06307071A (en) * | 1993-04-19 | 1994-11-01 | Kajima Corp | Frame scaffold |
| CN202544384U (en) * | 2012-03-22 | 2012-11-21 | 中建七局第二建筑有限公司 | Scaffold-board cross-bar fixing device |
| CN205012632U (en) * | 2015-08-19 | 2016-02-03 | 上海宏金设备工程有限公司 | A baseboard for scaffold |
| CN205908009U (en) * | 2016-07-06 | 2017-01-25 | 上海建工四建集团有限公司 | Construction scaffolding's design keeps off sole |
-
2016
- 2016-07-06 CN CN201610527379.0A patent/CN106013760A/en active Pending
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH06307071A (en) * | 1993-04-19 | 1994-11-01 | Kajima Corp | Frame scaffold |
| CN202544384U (en) * | 2012-03-22 | 2012-11-21 | 中建七局第二建筑有限公司 | Scaffold-board cross-bar fixing device |
| CN205012632U (en) * | 2015-08-19 | 2016-02-03 | 上海宏金设备工程有限公司 | A baseboard for scaffold |
| CN205908009U (en) * | 2016-07-06 | 2017-01-25 | 上海建工四建集团有限公司 | Construction scaffolding's design keeps off sole |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115012640A (en) * | 2022-06-24 | 2022-09-06 | 上海外高桥造船有限公司 | Foot blocking plate |
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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 | ||
| RJ01 | Rejection of invention patent application after publication | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20161012 |