CN203271096U - Operating platform - Google Patents

Operating platform Download PDF

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Publication number
CN203271096U
CN203271096U CN 201320189549 CN201320189549U CN203271096U CN 203271096 U CN203271096 U CN 203271096U CN 201320189549 CN201320189549 CN 201320189549 CN 201320189549 U CN201320189549 U CN 201320189549U CN 203271096 U CN203271096 U CN 203271096U
Authority
CN
China
Prior art keywords
base plate
connector
operating platform
steel
vertical rod
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
Application number
CN 201320189549
Other languages
Chinese (zh)
Inventor
康广辉
俞浩
牛会勇
田会涛
王雄俊
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
China Construction Science and Industry Corp Ltd
Original Assignee
China Construction Steel Structure Corp Ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by China Construction Steel Structure Corp Ltd filed Critical China Construction Steel Structure Corp Ltd
Priority to CN 201320189549 priority Critical patent/CN203271096U/en
Application granted granted Critical
Publication of CN203271096U publication Critical patent/CN203271096U/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

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Abstract

The utility model relates to an operating platform which comprises a base plate, clamps and protective fences, wherein the base plate can be arranged on a steel pillar in a sleeved mode, and the clamps can be used for connecting the base plate with steel beams. The clamps are arranged on the base plate. The protective fences are arranged on the base plate. According to the operating platform, the base plate can be connected with the steel beams and the like through the clamps, the operating platform can be stable and firm, therefore, the safety of an operator is ensured, better construction conditions are created for the operator, and the steel pillar welding quality can be greatly improved.

Description

Operating platform
Technical field
The utility model relates to the realm of building construction, particularly a kind of operating platform.
Background technology
Rapid growth along with modern development and population, all kinds of engineering construction project scale expanding days, high buildings and large mansions rise sheer from level ground to improve the utilization rate in space, and the concrete structure use is highly limited, build so existing a lot of buildings are all steel work.The framed-tube structures that adopt in high level or super highrise building more, outside framework steel column cross section is often larger, lifting and weld job personnel need to carry out steel column at operating platform and install and weld job, thereby a stable firmly steel column operating platform is the prerequisite of Construction of Steel Structure safety and quality.
The traditional scaffold operating platform of general employing in prior art, yet, there are many deficiencies in traditional scaffold operating platform, for example, can't take effective the connection between traditional scaffold operating platform and structure, platform easily produces and rocks, and has a negative impact during to weld job, reduce welding efficiency, and welding quality can't guarantee.In addition, face in the high-altitude that the limit is set up or during the dismantling operation platform, be to guarantee many people of security needs coordinating operation, waste is a large amount of artificial, and inefficiency.
The utility model content
Technical problem to be solved in the utility model is, a kind of firm operating platform of stablizing is provided.
The utility model is achieved in that provides a kind of operating platform, comprises the base plate that can be set on steel column, fixture and the protective guard that described base plate can be connected with girder steel; Described fixture is arranged on described base plate; Described protective guard is arranged on described base plate.
Further, described fixture comprises the first connector, the second connector, the 3rd connector and the 4th connector; Described the first connector is arranged on described base plate; Described the second connector is arranged on described the first connector; Described the 3rd connector is arranged on described the second connector; Described the 4th connector is arranged on described the second connector, and arranges with described the 3rd connector interval.
Further, described the second connector is perpendicular to described the first connector and described base plate; Described the 3rd connector and described the 4th connector are perpendicular to described the second connector.
Further, described fixture is arranged in pairs on every limit of described base plate.
Further, described base plate comprises skeleton and the steel plate that is laid on described skeleton; Described base plate middle part is formed with an installing space.
Further, described base plate is comprised of dismountable two halves.
Further, the corner of described base plate is respectively equipped with connecting angle.
Further, described operating platform also comprises vertical rod; Described vertical rod is removably mounted on connecting angle on described base plate.
Further, described protective guard is arranged between adjacent described vertical rod.
Further, described operating platform also comprises cross bar; Described cross bar is arranged between connected described vertical rod, and adjacent described vertical rod is connected.
Compared with prior art, operating platform of the present utility model can be connected base plate by fixture with girder steel etc., operating platform is stablized firm, thereby guaranteed operating personnel's safety, and can greatly improve the steel column welding quality for the operating personnel has created better execution conditions.
Above-mentioned explanation is only the general introduction of technical solutions of the utility model, for can clearer understanding technological means of the present utility model, and can be implemented according to the content of manual, and for above and other purpose of the present utility model, feature and advantage can be become apparent, below especially exemplified by preferred embodiment, and the cooperation accompanying drawing, be described in detail as follows.
Description of drawings
Fig. 1 is the schematic diagram of the operating platform in the utility model one embodiment when being arranged on girder steel.
Fig. 2 is the schematic diagram of the base plate of operating platform in Fig. 1.
Fig. 3 to Fig. 6 is for being installed to operating platform in the process schematic diagram on girder steel.
The specific embodiment
In order to make technical problem to be solved in the utility model, technical scheme and beneficial effect clearer, below in conjunction with drawings and Examples, the utility model is further elaborated.Should be appreciated that specific embodiment described herein only in order to explaining the utility model, and be not used in restriction the utility model.
Figure 1 shows that the schematic diagram of operating platform 100 in the utility model one embodiment.As shown in fig. 1, operating platform 100 comprises base plate 110, fixture 120, vertical rod 130, protective guard 140 and cross bar 150.Wherein, base plate 110 can be set on steel column 210; Fixture 120 is arranged on base plate 110, and base plate 110 can be connected with girder steel 220; Protective guard 140 is arranged on base plate 110 by vertical rod 130; Cross bar 150 connects vertical rod 130.
Particularly, as shown in Figure 2, base plate 110 comprises skeleton 112 and steel plate 113.In one embodiment, skeleton 112 is roughly rectangular, and its middle part is formed with an installing space 115, is used for installing steel column 210.The concrete shape of installing space 115 can be adjusted according to the shape of steel column 210, for example, can be circle, rectangle etc.Skeleton 112 can be formed as fillet welding as supporting by welding as main skeleton, L50*3 angle steel by the 8# channel-section steel.Steel plate 113 is laid on skeleton 112.In one embodiment, the thickness of steel plate 113 is 2mm, can be laid on skeleton 112 as modes such as spot welding by welding.For the ease of base plate 110 is arranged on steel column 110, base plate 110 can be divided into dismountable two halves, and can be joined together to form base plate by screw or bolt etc. between two halves.In addition, as shown in Figure 3, the corner of base plate 110 can be respectively equipped with connecting angle 116, is used for installing vertical rod 130.
Fixture 120 can be arranged on base plate 110 along the periphery of base plate, and base plate 110 can be connected with girder steel 220.In one embodiment, fixture 120 comprises the first connector 121, the second connector 122, the 3rd connector 123 and the 4th connector 124.The first connector 121 can be arranged on base plate 110 by screw or bolt etc.The second connector 122 can be arranged on the first connector 121 by modes such as welding, screw or bolt connections.The second connector 122 can be approximately perpendicular to the first connector 121 and base plate 110.The second connector 122 and the first connector 121 also can be an element.The 3rd connector 123 can generally perpendicularly be arranged on the second connector 122 by screw or bolt etc.The 4th connector 124 can generally perpendicularly be arranged on the second connector 122 by screw or bolt etc., and arranges with the 3rd connector 123 intervals.Spacing between the 4th connector 124 and the 3rd connector 123 can according to size such as the Thickness Design of girder steel 220, make the 4th connector 124 and the 3rd connector 123 girder steel 220 can be folded between the two.
As shown in Figure 4, on every limit of base plate 110, fixture 120 arranges in pairs, thereby the 4th connector 124 and the 3rd connector 123 more firmly are arranged on girder steel 220.
Vertical rod 130 generally perpendicularly is arranged on the corner of base plate 110.In one embodiment, vertical rod 130 can be removably mounted on base plate 110 by screw or bolt etc.
Protective guard 140 is arranged between adjacent vertical rod 130.In one embodiment, protective guard 140 can adopt L50*3 angle steel and steel fabric sheet welding to make.In addition, the bottom of protective guard 140 can be provided with baseboard.
Cross bar 150 can be arranged between connected vertical rod 130, and adjacent vertical rod 130 is connected.In one embodiment, cross bar 150 connects the top of adjacent vertical rod 130.
Above-mentioned is the concrete structure of operating platform 100 in the utility model one embodiment, the using method of brief description operating platform 100.
As shown in Figure 3, the two halves of base plate 110 are ridden on girder steel 220, make steel column 210 be arranged in installing space 115, and make the bolt hole of two half side-views of base plate 110 roughly align; Afterwards, show as Fig. 4, be connected firmly with the two halves with base plate 110 such as bolt, and with fixture 120 with base plate 110 and girder steel 220 fixations; Then, as Fig. 5, utilize bolt etc. that vertical rod 130 and the connecting angle 116 on base plate 110 are tightened, thereby vertical rod 130 is arranged on base plate 110; Then, utilize bolt etc. that protective guard 140 is arranged in vertical rod 130; At last, cross bar 150 is arranged on the top of vertical rod 130, and it is firm to check whether each node location connects, operating platform 100 can be arranged on steel column 210 and girder steel 220.
When needs dismountings disassembles operating platform 100 from steel column 210 and girder steel 220, only need to back out some screws or bolt, can easily operating platform 100 be pulled down from steel column 210 and girder steel 220.
In sum, in the utility model one embodiment, operating platform 100 is connected base plate 110 by fixture 120 with girder steel 220 grades, operating platform 100 is stablized firm, thereby guaranteed operating personnel's safety, and for the operating personnel has created better execution conditions, can greatly improve steel column welding welding quality.In addition, can operating platform 100 be arranged on steel column 210 and girder steel 220 efficiently by bolt etc., and operating platform 100 can be convenient to dismounting and reuse, the minimizing personnel drop into, and have improved operating efficiency.
The above is only preferred embodiment of the present utility model; not in order to limit the utility model; all any modifications of doing within spirit of the present utility model and principle, be equal to and replace and improvement etc., within all should being included in protection domain of the present utility model.

Claims (10)

1. an operating platform, is characterized in that, comprises the base plate that can be set on steel column, fixture and the protective guard that described base plate can be connected with girder steel; Described fixture is arranged on described base plate; Described protective guard is arranged on described base plate.
2. operating platform as claimed in claim 1, is characterized in that, described fixture comprises the first connector, the second connector, the 3rd connector and the 4th connector; Described the first connector is arranged on described base plate; Described the second connector is arranged on described the first connector; Described the 3rd connector is arranged on described the second connector; Described the 4th connector is arranged on described the second connector, and arranges with described the 3rd connector interval.
3. operating platform as claimed in claim 2, is characterized in that, described the second connector is perpendicular to described the first connector and described base plate; Described the 3rd connector and described the 4th connector are perpendicular to described the second connector.
4. operating platform as claimed in claim 2, is characterized in that, described fixture is arranged in pairs on every limit of described base plate.
5. operating platform as claimed in claim 1, is characterized in that, described base plate comprises skeleton and the steel plate that is laid on described skeleton; Described base plate middle part is formed with an installing space.
6. operating platform as claimed in claim 5, is characterized in that, described base plate is comprised of dismountable two halves.
7. operating platform as claimed in claim 5, is characterized in that, the corner of described base plate is respectively equipped with connecting angle.
8. operating platform as claimed in claim 7, is characterized in that, described operating platform also comprises vertical rod; Described vertical rod is removably mounted on connecting angle on described base plate.
9. operating platform as claimed in claim 8, is characterized in that, described protective guard is arranged between adjacent described vertical rod.
10. operating platform as claimed in claim 8, is characterized in that, described operating platform also comprises cross bar; Described cross bar is arranged between connected described vertical rod, and adjacent described vertical rod is connected.
CN 201320189549 2013-04-16 2013-04-16 Operating platform Active CN203271096U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN 201320189549 CN203271096U (en) 2013-04-16 2013-04-16 Operating platform

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN 201320189549 CN203271096U (en) 2013-04-16 2013-04-16 Operating platform

Publications (1)

Publication Number Publication Date
CN203271096U true CN203271096U (en) 2013-11-06

Family

ID=49501536

Family Applications (1)

Application Number Title Priority Date Filing Date
CN 201320189549 Active CN203271096U (en) 2013-04-16 2013-04-16 Operating platform

Country Status (1)

Country Link
CN (1) CN203271096U (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103663155A (en) * 2013-11-25 2014-03-26 无锡起岸重工机械有限公司 Operating platform of crane without variable magnitude
CN104631844A (en) * 2014-12-31 2015-05-20 上海市机械施工集团有限公司 Steel column mounting operation platform and mounting method thereof
CN107740570A (en) * 2017-10-31 2018-02-27 中建四局第六建筑工程有限公司 The huge post protective platform system of Super High housing and its installation method
CN108265965A (en) * 2017-12-29 2018-07-10 上海建工七建集团有限公司 A kind of outrigger platform device in Construction of Steel Structure

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103663155A (en) * 2013-11-25 2014-03-26 无锡起岸重工机械有限公司 Operating platform of crane without variable magnitude
CN104631844A (en) * 2014-12-31 2015-05-20 上海市机械施工集团有限公司 Steel column mounting operation platform and mounting method thereof
CN107740570A (en) * 2017-10-31 2018-02-27 中建四局第六建筑工程有限公司 The huge post protective platform system of Super High housing and its installation method
CN108265965A (en) * 2017-12-29 2018-07-10 上海建工七建集团有限公司 A kind of outrigger platform device in Construction of Steel Structure

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