CN203361597U - Vertical ladder hanging platform - Google Patents
Vertical ladder hanging platform Download PDFInfo
- Publication number
- CN203361597U CN203361597U CN 201320408158 CN201320408158U CN203361597U CN 203361597 U CN203361597 U CN 203361597U CN 201320408158 CN201320408158 CN 201320408158 CN 201320408158 U CN201320408158 U CN 201320408158U CN 203361597 U CN203361597 U CN 203361597U
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- Prior art keywords
- vertical
- roller
- suspension platform
- terraced
- cross bar
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Abstract
The utility model discloses a vertical ladder handing platform which comprises a body frame, an auxiliary frame and at least on first idler wheel. The body frame is in a prismatic body shape and comprises a plurality of first vertical rods and a plurality of first transverse rods. Every two adjacent first vertical rods are connected through the first transverse rods. The first transverse rods are arranged at intervals. The auxiliary frame comprises a second vertical rod and a second transverse rod. One end of the second transverse rod is connected with the top end of the body frame, and the other end of the second transverse rod is connected with the top end of the second vertical rod. The first idler wheel is arranged at the bottom of the second transverse rod. The vertical ladder handing platform has the advantages of being simple in structure and convenient to use, a scaffold is not needed to be set up additionally, and cost is saved. In addition, due to the first idler wheel, the vertical ladder hanging platform can be more convenient to slide.
Description
Technical field
The utility model relates to a kind of aerial work platform, particularly a kind of vertical terraced suspension platform.
Background technology
At present, in the middle of Petrochemical Projects, often can relate to the tower kind equipment, this tower kind equipment generally all needs site welding technology to install, thereby inevitably needs the staff to carry out work high above the ground.And the staff tends to adopt the console mode scaffold as working platform while carrying out work high above the ground, along the surrounding of tower kind equipment, builds the console mode scaffold, then the staff stands in above scaffold and carries out work.But the console mode scaffold has high cost, floor space is large and can not move, and builds the problem that mode is comparatively complicated.Therefore, provide a kind of cost lower, it is very necessary that working platform simple in structure seems.
The utility model content
The purpose of this utility model is to provide a kind of vertical terraced suspension platform, solves the one or more of above-mentioned prior art problem.
According to an aspect of the present utility model, vertical terraced suspension platform is provided, comprise main body frame, auxiliary frame and at least one the first roller.Main body frame is rib body shape, comprises many first vertical rods and Duo Gen the first cross bar, between adjacent two the first vertical rods, by many first cross bars, connects, and many first cross bars are spaced.Auxiliary frame comprises the second vertical rod and the second cross bar, and an end of the second cross bar is connected with the top of main body frame, and the other end of the second cross bar is connected with the top of the second vertical rod.The first roller is located at the bottom of the second cross bar.Its beneficial effect is: adopts the vertical terraced suspension platform of this structure simple in structure, easy to use, need not scaffold erecting separately, and cost-saving.In addition, owing to being provided with the first roller, slip that can convenient vertical terraced suspension platform.
In some embodiments, main body frame also comprises base plate, and base plate is fixedly arranged on the main body frame bottom.Its beneficial effect is: set up the safety that base plate can improve vertical terraced suspension platform, thus the safety while guaranteeing operating personnel's work high above the ground.
In some embodiments, the quantity of the second vertical rod is two, and two the second vertical rods are parallel to each other; The quantity of the second cross bar is two, and two the second cross bars are parallel to each other; Two the second vertical rods respectively with two vertical connections of the second cross bar.Its beneficial effect is: the auxiliary frame of this structure has bearing capacity preferably.
In some embodiments, auxiliary frame also comprises many 3rd cross bars, between two the second vertical rods, by many 3rd cross bars, connects, and many 3rd cross bars are spaced.Its beneficial effect is: the auxiliary frame of this structure has bearing capacity preferably.
In some embodiments, the quantity of the first roller is two, and two the first rollers are relatively arranged on respectively on two the second cross bars.Its beneficial effect is: the vertical terraced suspension platform of this structure can slide better on welding device.
In some embodiments, also comprise at least one second roller and at least one the 3rd roller, the second roller is connected with the first vertical rod of main body frame one side; The 3rd roller is connected with the second vertical rod.Its beneficial effect is: the setting of the second roller and the 3rd roller can reduce the frictional force between auxiliary frame and welding device, main body frame and welding device body, thereby makes whole vertical terraced suspension platform slide more smooth and easy.
In some embodiments, the second roller and the 3rd roller are and turn to roller.Its beneficial effect is: adopt and turn to roller can make the slip of vertical terraced suspension platform more smooth and easy.
In some embodiments, the first roller is provided with locking handle.Its beneficial effect is: locking handle can prevent that vertical terraced suspension platform from arbitrarily sliding along apparatus body.
In some embodiments, the first roller is for turning to roller.Its beneficial effect is: adopt and turn to roller can make the slip of vertical terraced suspension platform more smooth and easy.
In some embodiments, also comprise stiffener, stiffener is positioned at the below, joint of the first vertical rod and the first cross bar, and one side of stiffener is connected with the first vertical rod, and the another side of stiffener is connected with the first cross bar.Its beneficial effect is: the setting of stiffener can be strengthened the weight capacity of the first cross bar, thereby strengthens the weight capacity of main body frame, when the operation personnel stand on the first cross bar operation, can guarantee its safety.
The accompanying drawing explanation
The structural representation of the vertical terraced suspension platform that Fig. 1 is the utility model one embodiment;
The perspective view that Fig. 2 is vertical terraced suspension platform shown in Fig. 1;
Fig. 3 be vertical terraced suspension platform of the present utility model at the utilization schematic diagram without under scaffold;
The structural representation of the first roller that Fig. 4 is vertical terraced suspension platform of the present utility model.
The specific embodiment
Below in conjunction with accompanying drawing, the utility model is described in further detail.
As depicted in figs. 1 and 2, vertical terraced suspension platform comprises main body frame 1, auxiliary frame 2 and at least one the first roller 3.Main body frame 1 is rib body shape, comprises many first vertical rods 101 and Duo Gen the first cross bar 102, between two adjacent the first vertical rods 101, by many first cross bars 102, connects, and many first cross bars 102 are spaced; Auxiliary frame 2 comprises that an end of the second vertical rod 202 and the second cross bar 201, the second cross bars 201 is connected with the top of main body frame 1, and the other end of the second cross bar 201 is connected with the top of the second vertical rod 202; The first roller 3 is connected with the bottom of the second cross bar 201.In the present embodiment, the first vertical rod 101 quantity of the main body frame 1 of rib body shape are preferably four, all be welded with many first cross bars 102 between two adjacent the first vertical rods 101, the quantity of the first cross bar 102 is determined according to the length of the first vertical rod 101, and the first cross bar 102 on same side is spaced.
Safety during for operating personnel's operation, main body frame 1 also comprises base plate 103, and this base plate 103 is fixedly arranged on main body frame 1 bottom by the mode of welding, and main body frame 1 inside formed thus is the people's that can stand accommodation space.
In order to make auxiliary frame 2 there is bearing capacity preferably, can increase the quantity of the second vertical rod 202 and the second cross bar 201.In the present embodiment, the quantity of the second vertical rod 202 and the second cross bar 201 is preferably two.Be parallel to each other between two the second vertical rods 202, be parallel to each other between the second cross bar 201.Two the second vertical rods 202 respectively with two second cross bar 201 is vertical is connected.As: wherein with the tail end of second cross bar 201 wherein, by vertical connection of mode of welding, another root second vertical rod 202 also is connected in an identical manner with another root second cross bar 201 on the top of second vertical rod 202.
In order further to strengthen the weight capacity of auxiliary frame 2, auxiliary frame 2 can also be set up many 3rd cross bars 203, and between two the second vertical rods 202, the mode by welding connects many 3rd cross bars 203 connections, and many 3rd cross bars 203 are spaced.
In order to allow whole vertical terraced suspension platform slide on welding device better, facilitate the conversion process point, can increase the quantity of the first roller 3.In the present embodiment, the quantity of the first roller 3 is preferably two.These two the first rollers 3 mode by welding respectively are oppositely arranged near the bottom afterbody of two the second cross bars 201.During use, auxiliary frame 2 cards hang over welding device inside, and these two the first rollers 3 can slide along the top of welding device together.
In order to reduce the frictional force between auxiliary frame 2 and welding device, main body frame 1 and welding device, make whole vertical terraced suspension platform slide more smooth and easy, can also on vertical terraced suspension platform, set up at least one second roller 4 and at least one the 3rd roller 5, in the present embodiment, the second roller 4 is connected by the mode of welding with the first vertical rod 101 tops of main body frame 1 one sides, and the first vertical rod 101 of this side is relative with the second vertical rod 202.The 3rd roller 5 is connected with near the mode by welding in the bottom of the second vertical rod 202.
More smooth and easy for the slip that makes vertical terraced suspension platform, the first roller 3, the second roller 4 and the 3rd roller 5 all can be selected and turn to roller.
In order to prevent that vertical terraced suspension platform from arbitrarily sliding along apparatus body 8, can be provided with locking handle 301 on the first roller 3.Can certainly on the second roller 4, locking handle 301 be set.As shown in Figure 4, the first roller 3 comprises wheel 304, locking handle 301, connecting rod 302 and wheel shaft 303, and the both sides of locking handle 301 are connected with wheel shaft 303 by connecting rod 302, and connecting rod 302 can be pulled up and down along wheel shaft 303.When the vertical terraced suspension platform of needs stops sliding, this locking handle 301 can be pulled downwards and be pressed and make the first roller 3 stop sliding, locking handle 301 is made progress cocked and can make the first roller 3 start to slide by operating personnel's thrust.
In order to strengthen the weight capacity of main body frame 1, can also on main body frame 1, set up stiffener 7, stiffener 7 is positioned at the below, joint of the first vertical rod 101 and the first cross bar 102, and one side of stiffener 7 is connected with the first vertical rod 101, and the another side of stiffener 7 is connected with the first cross bar 102.Specifically: stiffener 7 adopts the triangle steel plate, this triangle steel plate is positioned at the below, joint of the first vertical rod 101 and the first cross bar 102, one side of triangle steel plate is connected by welding manner with the first vertical rod 101, and the another side of triangle steel plate also is connected by welding manner with the first cross bar 102.
Wherein, the first vertical rod 101, the first cross bar 102, the second cross bar 201, the second vertical rod 202, the 3rd cross bar 203 all adopt shaped steel.
With reference to Fig. 3, the mode of occupation of vertical terraced suspension platform of the present utility model is simply described.At the welding device at Petrochemical Projects scene, without scaffold, the operating personnel needs girth welding.As shown in Figure 3, apparatus body 8 is located at basic body 6 tops, and basic body 6 is located on ground, and the operating personnel need to carry out weld job to apparatus body 8.
At first, the operating personnel stands in vertical terraced suspension platform, and the loop wheel machine (not shown) should be found terraced suspension platform and winches to apparatus body 8 tops and hang on apparatus body 8 by auxiliary frame 2 cards, and the second vertical rod 202 of auxiliary frame 2 is positioned at apparatus body 8 inboards.The first roller 3 is positioned at the annular top of apparatus body 8, and the second roller 4 just contacts with the outer peripheral face of apparatus body 8, and the 3rd roller 5 just contacts with the inner peripheral surface of apparatus body 8.
Secondly, for preventing vertical terraced suspension platform, along apparatus body 8, arbitrarily slide, the operating personnel can pull down the locking handle of the first roller 3 301 so that the first roller 3 stops rolling, thereby makes whole vertical terraced suspension platform be fixed on the setting place.Now, the operating personnel starts to carry out operation to apparatus body 8 in vertical terraced suspension platform.When another place that is sick for apparatus body 8 after the operation personnel complete operation herein carries out operation, locking handle 301 can be risen to upper plate, by operating personnel's thrust, just can make vertical terraced suspension platform slide along apparatus body 8.
Above-described is only embodiments more of the present utility model.For the person of ordinary skill of the art, under the prerequisite that does not break away from the utility model creation design, can also make some distortion and improvement, these all belong to protection domain of the present utility model.
Claims (10)
1. vertical terraced suspension platform, is characterized in that, comprises main body frame (1), auxiliary frame (2) and at least one the first roller (3),
Described main body frame (1) is rib body shape, comprise many first vertical rods (101) and many first cross bars (102), between adjacent two described the first vertical rods (101), by many described the first cross bars (102), connect, many described the first cross bars (102) are spaced;
Described auxiliary frame (2) comprises the second vertical rod (202) and the second cross bar (201), one end of described the second cross bar (201) is connected with the top of described main body frame (1), and the other end of described the second cross bar (201) is connected with the top of described the second vertical rod (202);
Described the first roller (3) is located at described the second cross bar (201) bottom.
2. vertical terraced suspension platform according to claim 1, is characterized in that, described main body frame (1) also comprises base plate (103), and described base plate (103) is fixedly arranged on described main body frame (1) bottom.
3. vertical terraced suspension platform according to claim 2, is characterized in that, the quantity of described the second vertical rod (202) is two, and two described the second vertical rods (202) are parallel to each other; The quantity of described the second cross bar (201) is two, and two described the second cross bars (201) are parallel to each other; Two described the second vertical rods (202) respectively with vertical connection of two described the second cross bars (201).
4. vertical terraced suspension platform according to claim 3, it is characterized in that, described auxiliary frame (2) also comprises many 3rd cross bars (203), between two described the second vertical rods (202), by many described the 3rd cross bars (203), connect, many described the 3rd cross bars (203) are spaced.
5. vertical terraced suspension platform according to claim 3, is characterized in that, the quantity of described the first roller (3) is two, and two described the first rollers (3) are relatively arranged on respectively on two described the second cross bars (201).
6. vertical terraced suspension platform according to claim 1, is characterized in that, also comprises at least one second roller (4) and at least one the 3rd roller (5), and described the second roller (4) is connected with first vertical rod (101) of described main body frame (1) one side; Described the 3rd roller (5) is connected with described the second vertical rod (202).
7. vertical terraced suspension platform according to claim 6, is characterized in that, described the second roller (4) and the 3rd roller (5) are and turn to roller.
8. according to the described vertical terraced suspension platform of claim 1 to 7 any one, it is characterized in that, described the first roller (3) is provided with locking handle (301).
9. vertical terraced suspension platform according to claim 8, is characterized in that, described the first roller (3) is for turning to roller.
10. according to the described vertical terraced suspension platform of claim 1 to 7 any one, it is characterized in that, also comprise stiffener (7), described stiffener (7) is positioned at the below, joint of described the first vertical rod (101) and the first cross bar (102), one side of described stiffener (7) is connected with described the first vertical rod (101), and the another side of described stiffener (7) is connected with described the first cross bar (102).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201320408158 CN203361597U (en) | 2013-07-09 | 2013-07-09 | Vertical ladder hanging platform |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201320408158 CN203361597U (en) | 2013-07-09 | 2013-07-09 | Vertical ladder hanging platform |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203361597U true CN203361597U (en) | 2013-12-25 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201320408158 Expired - Fee Related CN203361597U (en) | 2013-07-09 | 2013-07-09 | Vertical ladder hanging platform |
Country Status (1)
| Country | Link |
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| CN (1) | CN203361597U (en) |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104179342A (en) * | 2014-08-11 | 2014-12-03 | 广西壮族自治区冶金建设公司 | Hanging cage and construction method thereof for mounting profiled steel sheets on steel structural workshop wall surface |
| CN105731313A (en) * | 2016-04-15 | 2016-07-06 | 中国五冶集团有限公司 | Movable high-altitude construction basket |
| CN107762133A (en) * | 2017-11-17 | 2018-03-06 | 北京源深节能技术有限责任公司 | The specific purpose tool of installation photovoltaic component on cable wire |
| CN107795267A (en) * | 2017-09-21 | 2018-03-13 | 森特士兴集团股份有限公司 | A kind of hanging ladder |
| CN108775016A (en) * | 2018-07-11 | 2018-11-09 | 安徽三建工程有限公司 | A kind of concrete support moves horizontally adjustable Hanging Basket |
| CN109356375A (en) * | 2018-10-23 | 2019-02-19 | 中建四局第六建筑工程有限公司 | A kind of attachment type raise scaffold support construction for high Stilt layer structure |
-
2013
- 2013-07-09 CN CN 201320408158 patent/CN203361597U/en not_active Expired - Fee Related
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104179342A (en) * | 2014-08-11 | 2014-12-03 | 广西壮族自治区冶金建设公司 | Hanging cage and construction method thereof for mounting profiled steel sheets on steel structural workshop wall surface |
| CN105731313A (en) * | 2016-04-15 | 2016-07-06 | 中国五冶集团有限公司 | Movable high-altitude construction basket |
| CN107795267A (en) * | 2017-09-21 | 2018-03-13 | 森特士兴集团股份有限公司 | A kind of hanging ladder |
| CN107762133A (en) * | 2017-11-17 | 2018-03-06 | 北京源深节能技术有限责任公司 | The specific purpose tool of installation photovoltaic component on cable wire |
| CN108775016A (en) * | 2018-07-11 | 2018-11-09 | 安徽三建工程有限公司 | A kind of concrete support moves horizontally adjustable Hanging Basket |
| CN108775016B (en) * | 2018-07-11 | 2024-02-23 | 安徽建工三建集团有限公司 | Concrete support horizontal movement adjustable hanging basket |
| CN109356375A (en) * | 2018-10-23 | 2019-02-19 | 中建四局第六建筑工程有限公司 | A kind of attachment type raise scaffold support construction for high Stilt layer structure |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CP01 | Change in the name or title of a patent holder | ||
| CP01 | Change in the name or title of a patent holder |
Address after: Yaohuamen Yao village in Qixia District of Nanjing City, 210046 new Jiangsu province No. 100 Patentee after: China Construction Installation Group Co., Ltd. Address before: Yaohuamen Yao village in Qixia District of Nanjing City, 210046 new Jiangsu province No. 100 Patentee before: China Construction Industrial Equipment Installation Co., Ltd. |
|
| 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: 20131225 Termination date: 20210709 |