CN208009863U - A kind of tool-type pier stud construction operation platform device - Google Patents
A kind of tool-type pier stud construction operation platform device Download PDFInfo
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- CN208009863U CN208009863U CN201820019075.8U CN201820019075U CN208009863U CN 208009863 U CN208009863 U CN 208009863U CN 201820019075 U CN201820019075 U CN 201820019075U CN 208009863 U CN208009863 U CN 208009863U
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- link block
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- tool
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Abstract
The utility model discloses a kind of tool-type pier stud construction operation platform devices, it includes single layer combination body, the first link block, cushion cap, which is characterized in that the first layer single layer combination body is fixed on by expansion bolt on the cushion cap for completion of having constructed；The single layer combination body is connected with single layer combination body by the first link block；The single layer combination body includes standard block, stairway unit, the first link block and the second link block, and the standard block is connected with standard block by the second link block；The standard block is connected with stairway unit by the second link block；The device construction safety, easily and fast, flexibly, it can disassembly and assembly anywhere or anytime, labour can effectively be saved by being used in the construction of municipal bridge pier column, accelerate material turnaround speed, it brought convenience to the construction of municipal road bridge pier column, improve working efficiency, and then reduce Construction Cost.
Description
Technical field
The utility model belongs to municipal bridge technology field, is related to a kind of pier stud operating platform more particularly to a kind of tool
Formula pier stud construction operation platform device.The utility model is primarily adapted for use in the pier stud construction of municipal science of bridge building.
Background technology
Currently, being substantially the arrangement and method for construction of municipal bridge pier column operating platform using steel pipe scaffold or the rim of a bowl foot
Hand cradle, for the large number of municipal elevated bridge of pier stud, since the use of steel pipe scaffold or the rim of a bowl scaffold must
What must be repeated sets up dismounting work, sets up and the time cycle of dismantling operation platform is longer, and the labour needed is more, and
Safety is not high.
Invention content
The purpose of the utility model is to overcome above-mentioned deficiencies, provide a kind of tool-type pier stud construction operation platform device,
The device construction safety, easily and fast, flexibly, can disassembly and assembly anywhere or anytime, be used in the construction of municipal bridge pier column
On can effectively save labour, accelerate material turnaround speed, brought convenience to the construction of municipal road bridge pier column, improve work
Efficiency, and then reduce Construction Cost.
To achieve the goals above, the technical solution adopted in the utility model is：
A kind of tool-type pier stud construction operation platform device, it includes single layer combination body, the first link block, cushion cap, spy
Sign is that the first layer single layer combination body is fixed on by expansion bolt on the cushion cap for completion of having constructed；The single layer
Assembly is connected with single layer combination body by the first link block；First layer single layer combination body is on cushion cap；
The single layer combination body includes standard block, stairway unit, the first link block and the second link block, the mark
Quasi- unit is connected with standard block by the second link block；The standard block passes through the second link block phase with stairway unit
Even；
The standard block passes through four upright bars, four standard block vertical poles, 5-8 roots cross bar and four steel pipe railing welderings
It connects, standard block bottom full weld 2mm steel plates, is entire standard block by the skeleton that upright bar, vertical pole, cross bar are welded into
Main supporting member, for staff's level pass through.
The stairway unit passes through four upright bars, four stairway unit vertical poles, eight cross bars, a stair and four steel
Pipe railing is welded, and by the main supporting member that the skeleton that upright bar, vertical pole, cross bar are welded into is entire stairway unit, supplies
It is general above and below staff.
Preferably, the standard block height is 2m, and length is 3.5 ~ 5m（Length ruler can be adjusted according to actual conditions
It is very little）, width 0.8m；
Preferably, stairway unit height is 2m, and length 3.4m, width 0.8m, its effect is on staff
Lower passage；
Preferably, the upright bar, standard block vertical pole, cross bar are 100mm × 100mm square steel, thickness 5mm；Institute
The height for the upright bar stated is 2m, the described long 3.4-4.9m of standard block vertical pole, the described long 3.4m of stairway unit vertical pole, described
The long 0.6m of cross bar；
Preferably, a diameter of 20mm of the steel pipe railing is highly 1.2m, it functions as staff's
Handrail；
Preferably, the thickness of the steel plate is 2mm, its effect is passed through around pier stud for staff；
Preferably, first link block is the square plate of 10mm thickness, and the steel plate length of side is 150mm, the weldering of the first link block
It is connected in the upright bar of standard block and stairway unit quadrangle；
Preferably, second link block is the angle steel of 10mm thickness, the angle steel often wide 100mm in side, length 350mm, second
Link block is welded on the side of standard block and each upright bar of stairway unit；
Connected by the second link block by multiple standard blocks and a stairway unit one of the single layer combination body
The structure of ring seal, by stairway unit 7 to realize passing through up and down for staff.
According to pier stud design height, multiple single layer combination bodies are connected and fixed as one completely by the first link block
Cable rope, cable rope and ground angle is arranged in the position at four, top angle when operating platform is more than 6m in pier stud operating platform
It is 45。-60。, cable rope play the role of increase operating platform stability.
The utility model compared with prior art, has the following advantages and effect：
（1）The operating platform is more preferable than the steel pipe operating platform safety that the prior art is set up, and the making of platform can make
It is factory produced, the quality of operating platform can be protected.
（2）The device Assembling and convenient disassembly, can be used repeatedly, and can accelerate construction progress, and save labour
Power reduces project cost.
Description of the drawings
Fig. 1 is a kind of first link block schematic diagram of tool-type pier stud construction operation platform device；
Fig. 2 is a kind of second link block schematic diagram of tool-type pier stud construction operation platform device；
Fig. 3 is a kind of standard block schematic diagram of tool-type pier stud construction operation platform device；
Fig. 4 is a kind of stairway unit schematic diagram of tool-type pier stud construction operation platform device；
Fig. 5 is a kind of single layer combination body schematic diagram of tool-type pier stud construction operation platform device；
Fig. 6 is a kind of tool-type pier stud construction operation platform schematic device；
Wherein：1 is upright bar, and 2 be steel pipe railing, and 3 be steel plate, and 4 be stair, and 5 be the first link block, and 6 be the second link block,
7 be stairway unit, and 8 be standard block, and 9 be cushion cap, and 10 be pier stud, and 11 be cable rope, and 12 be single layer combination body, and 13 be standard list
First vertical pole, 14 be cross bar；15 be stairway unit vertical pole.
Specific implementation mode：
The utility model is further described in detail With reference to embodiment.
A kind of tool-type pier stud construction operation platform device, it includes single layer combination body 12, the first link block 5, cushion cap 9,
It is characterized in that, the first layer single layer combination body 12 is fixed on by expansion bolt on the cushion cap 9 for completion of having constructed；It is described
Single layer combination body 12 be connected by the first link block 5 with single layer combination body 12；The single layer combination body 12 includes five marks
8, stairway units 7 of quasi- unit and the second link block 6, the standard block 8 pass through the second link block 6 with standard block 8
It is connected；The standard block 8 is connected with stairway unit 7 by the second link block 6；The standard block 8 is vertical by four
1, four, the bar cross bar 14 of standard block vertical pole 13,5 or 6 or 7 or 8 and four steel pipe railings 2 are welded, the upright bar 1,
Standard block vertical pole 13, cross bar 14 are the square steel of 100 × 100mm of finished-product material, and square steel wall thickness is 5mm, the upright bar 1
Height is 2m, standard block the vertical pole 13 long 3.4-4.9m, the 14 long 0.6m of cross bar；The standard block 8 is high
Degree is 2m, and length is 3.5 ~ 5m（Length dimension can be adjusted according to actual conditions）, width 0.8m, the standard block 8
It is 1.2m that the steel pipe railing 2 that both sides weld diameter is 20mm, which is used as hand banisters, 2 height of steel pipe railing, and 8 bottom of standard block is full
The steel plate 3 of 2mm thickness is welded, steel plate 3 passes through for staff around pier stud；The stairway unit 7 passes through four upright bars 1, four
The stair 4 of cross bar 14, one of stairway unit vertical pole 15, eight and four steel pipe railings 2 are welded, the upright bar 1, stair list
The square steel of first vertical pole 15,14 equal finished-product material 100*100mm of cross bar, square steel wall thickness are 5mm, and the height of the upright bar 1 is 2m,
Stairway unit the vertical pole 15 long 3.3m, the 14 long 0.6m of cross bar；7 height of stairway unit is 2m, and length is
3.4m, width 0.8m, the steel pipe railing 2 that the 7 both sides weld diameter of stairway unit is 20mm are used as hand banisters, stair
Unit 7 is current up and down for staff.
First link block 5 is the square plate of 10mm thickness, and the steel plate length of side is 150mm, and the first link block 5 is welded on mark
On the upright bar 1 of 7 four jiaos of quasi- unit 8 and stairway unit, for being connected and fixed between single layer combination body 12；
Second link block 6 is the angle steel of 10mm thickness, and angle steel is per the wide 100mm in side, length 350mm, the second link block 6
It is welded on 1 side of upright bar of each of standard block 8 and stairway unit 7, is used between standard block 8 and standard block 8 and marks
Being connected and fixed between quasi- unit 8 and stairway unit 7；
The single layer combination body 12 is connected by five standard blocks 8 and a stairway unit 7 by the second link block 6
Passing through up and down for staff may be implemented by stairway unit 7 in the structure of one ring seal.
According to 10 design height of pier stud, multiple single layer combination bodies 12 are connected and fixed by the first link block 5 as one
Cable rope 11, cable rope 11 is arranged in the position at four, top angle when operating platform is more than 6m in complete pier stud operating platform
It is 45 with ground angle。-60。, cable rope 11 play the role of increase operating platform stability.
When pier stud is constructed, construction personnel can enter crosshead by the first layer assembly of operating platform, pass through operation
Stairway unit 7 in platform carries out passage up and down.Whole device for pier stud construction personnel provide safety operating platform and
Escape way.All units and parts of the operating platform can be processed prefabricated in factory, and the scene of being transported to carries out group
It closes, simple for assembly process, assembling speed is fast, and after the completion of pier stud construction, the dismounting of operating platform is convenient.This operating platform is especially suitable
It is constructed with the elevated bridge that the duration is tight, pier stud is large number of.
It is all made according to the patent scope of the utility model the foregoing is merely the embodiment that the utility model is best
Equivalent changes and modifications should all belong to the covering scope of the utility model patent.
Claims (9)
1. a kind of tool-type pier stud construction operation platform device, it includes single layer combination body (12), the first link block (5), cushion cap
(9), which is characterized in that the single layer combination body (12) is fixed on by expansion bolt on cushion cap (9)；The single layer combination
Body (12) is connected with single layer combination body (12) by the first link block (5)；The single layer combination body (12) includes standard block
(8), stairway unit (7), the first link block (5) and the second link block (6), the standard block (8) pass through the second link block
(6) it is connected；The standard block (8) is connected with stairway unit (7) by the second link block (6).
2. a kind of tool-type pier stud construction operation platform device as described in claim 1, it is characterised in that：The standard list
First (8) are welded by four upright bars (1), four standard block vertical poles (13), 5-8 roots cross bar (14) and four steel pipe railings (2),
The steel plate (3) of standard block bottom full weld 2mm thickness.
3. a kind of tool-type pier stud construction operation platform device as described in claim 1, it is characterised in that：The stair list
First (7) pass through four upright bars (1), four stairway unit vertical poles (15), eight cross bars (14), a stair (4) and four steel pipes
Railing (2) welds.
4. a kind of tool-type pier stud construction operation platform device as claimed in claim 1 or 2, it is characterised in that：The mark
Quasi- unit (8) is highly 2m, and length is 3.5~5m, width 0.8m.
5. a kind of tool-type pier stud construction operation platform device as described in claim 1 or 3, it is characterised in that：The building
Terraced unit (7) is highly 2m, length 3.4m, width 0.8m.
6. a kind of tool-type pier stud construction operation platform device as claimed in claim 2 or claim 3, it is characterised in that：Described is vertical
Bar (1), standard block vertical pole (13), cross bar (14) are 100mm × 100mm square steel, thickness 5mm；The upright bar (1)
It is highly 2m, described standard block vertical pole (13) the long 3.4-4.9m, described stairway unit vertical pole (15) the long 3.3m, it is described
Cross bar (14) long 0.6m；A diameter of 20mm of the steel pipe railing (2), is highly 1.2m.
7. a kind of tool-type pier stud construction operation platform device as described in claim 1, it is characterised in that：First connection
Block (5) is the square plate of 10mm thickness, and the steel plate length of side is 150mm, and the first link block (5) is welded on standard block (8) and stair
In the upright bar (1) of unit (7) quadrangle.
8. a kind of tool-type pier stud construction operation platform device as described in claim 1, it is characterised in that：Second connection
Block (6) is the angle steel of 10mm thickness, and angle steel is per the wide 100mm in side, length 350mm, and the second link block (6) is welded on standard block
(8) and the side of each upright bar (1) of stairway unit (7).
9. a kind of tool-type pier stud construction operation platform device as described in claim 1, it is characterised in that：The single layer group
Fit (12) are connected and fixed by the first link block (5) as an operating platform, position of the operating platform at four angles in top
Cable rope (11) is set, and cable rope (11) and ground angle are 45-60 degree.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820019075.8U CN208009863U (en) | 2018-01-05 | 2018-01-05 | A kind of tool-type pier stud construction operation platform device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820019075.8U CN208009863U (en) | 2018-01-05 | 2018-01-05 | A kind of tool-type pier stud construction operation platform device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208009863U true CN208009863U (en) | 2018-10-26 |
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ID=63882357
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820019075.8U Active CN208009863U (en) | 2018-01-05 | 2018-01-05 | A kind of tool-type pier stud construction operation platform device |
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| Country | Link |
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| CN (1) | CN208009863U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109487697A (en) * | 2018-12-06 | 2019-03-19 | 广东腾盛模架科技有限公司 | Construction safety assembled ladder cage module |
| CN109763427A (en) * | 2018-12-29 | 2019-05-17 | 中交路桥华东工程有限公司 | A kind of assembled operating platform of pier shaft reinforcing bar binding and its installation and method for dismounting |
| CN111677264A (en) * | 2020-05-19 | 2020-09-18 | 中国铁建港航局集团有限公司 | Method for constructing combined ladder cage with safety protection |
| CN111851976A (en) * | 2020-06-29 | 2020-10-30 | 中天华南建设投资集团有限公司 | Sizing operation platform used around internal climbing type movable arm tower crane and installation method thereof |
-
2018
- 2018-01-05 CN CN201820019075.8U patent/CN208009863U/en active Active
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109487697A (en) * | 2018-12-06 | 2019-03-19 | 广东腾盛模架科技有限公司 | Construction safety assembled ladder cage module |
| CN109763427A (en) * | 2018-12-29 | 2019-05-17 | 中交路桥华东工程有限公司 | A kind of assembled operating platform of pier shaft reinforcing bar binding and its installation and method for dismounting |
| CN111677264A (en) * | 2020-05-19 | 2020-09-18 | 中国铁建港航局集团有限公司 | Method for constructing combined ladder cage with safety protection |
| CN111851976A (en) * | 2020-06-29 | 2020-10-30 | 中天华南建设投资集团有限公司 | Sizing operation platform used around internal climbing type movable arm tower crane and installation method thereof |
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