CN103615103A - Hanging type assembled movable platform - Google Patents
Hanging type assembled movable platform Download PDFInfo
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- CN103615103A CN103615103A CN201310540604.0A CN201310540604A CN103615103A CN 103615103 A CN103615103 A CN 103615103A CN 201310540604 A CN201310540604 A CN 201310540604A CN 103615103 A CN103615103 A CN 103615103A
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- movable platform
- column
- suspension type
- horizontal seat
- section steel
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Abstract
The invention discloses a hanging type assembled movable platform. The hanging type assembled movable platform comprises a vertical column (1), a horizontal support (2), a white pine plate (8), equilateral angle iron (9) and a vertical steel channel (10). One end of the horizontal support (2) is outwards and horizontally welded to the lower portion of the vertical column (1), and the reverse side of the upper end of the vertical column (1) is welded with a steel channel hook (4). The equilateral angle iron (9) is transversely fixed to the vertical steel channel (10) to form a net steel frame base layer, the vertical column (1) is connected to the equilateral angle iron (9) of the steel frame base layer in a hanging mode through the steel channel hook (4), the white pine plate (8) is placed on the horizontal support (2), and pull rods (5) for fastening the white pine plate (8) are transversely installed at the positions, located on the two sides of the white pine plate (8), of the horizontal support (2) and fixed through M6 hot galvanized bolts (7). The hanging type assembled movable platform is low in cost, convenient and quick to disassemble and assemble, small in investment of labor amount, and capable of being reutilized, and resources can be fully utilized..
Description
Technical field
The present invention relates to a kind of suspension type assembling movable platform.
Background technology
At present, the traditional scaffolds such as steel pipe frame of setting up for construction work elevation construction, because itself sets up complexity, human and material resources drop into larger, along with building height now constantly increases, high-rise, super highrise building increases many gradually, for setting up of traditional scaffold, has proposed challenge again.
There is following drawback in prior art:
1, traditional scaffold, sets up complexity, sets up and remove workload larger, takes time and effort, and increases engineering cost.
2, it is more that traditional scaffold building is used material, and material turnover is trouble, and the equal loss of getting rusty of steel, causes waste and the environment pollution of social non-renewable resources.
3, traditional scaffold building, along with the increase of height, is set up difficulty and is strengthened, and safety factor reduces.
Summary of the invention
The object of the invention is: a kind of suspension type assembling movable platform is provided, between its member, by bolt, is flexibly connected, in use displacement, the turnover of platform of modular feature transported, handling is comparatively convenient, higher in inside processing safety.
Technical scheme of the present invention is: a kind of suspension type assembling movable platform, and it comprises column, horizontal seat, kahikatea plate, equal angle iron, vertical channel-section steel, and the outside horizontal welding in described horizontal seat one end is connected on column bottom, and the back side, column upper end is welded with channel-section steel hook; Described equal angle iron is laterally fixed on the webbed steelframe of shape basic unit on vertical channel-section steel, and column is linked up with on the equal angle iron that is articulated in steelframe basic unit by channel-section steel; Described kahikatea plate is placed on horizontal seat; Kahikatea plate both sides are horizontally installed with the pull bar of fastening kahikatea plate on horizontal seat, by M6 galvanizing bolt, fix.
Below above technical scheme is further described:
Described channel-section steel hook is for inverted U-shaped, and U-shaped hook one side is fixed on column, and another side extends by welding band iron, and is provided with screw in end.
In the screw of described channel-section steel hook, be serially connected with M8 galvanizing bolt, by M8 galvanizing bolt and column, fix.
Described horizontal seat below is fixed with angle bar diagonal brace, and angle bar diagonal brace one end is welded on column, and one end is welded on the end of horizontal seat, forms the inclined support structure of right angle trigonometry frame.
Four horizontal seats are contained in described every group of kahikatea plate below.
The kahikatea plate of described horizontal seat is two that arrange side by side.
Described kahikatea plate is 40*300*4000mm.
The horizontal seat length L at described two ends: 100mm≤L≤200mm.
The upper and lower two horizontal equal angle irons of described steelframe basic unit are two fulcrums that column is hung.
Advantage of the present invention is: suspension type assembling movable platform of the present invention, between its member, by bolt, be flexibly connected, and in use displacement, the turnover of platform of modular feature transported, handling is comparatively convenient; Material application is few, makes, installs, removes simply, and manpower and material resources cost drop into low; Platform is used and not affected by construction height, and input cost and use operation are all the same; Because suspension type assembling movable platform is fully used construction lineament, be erected in the space between facing basic unit steelframe and civil engineering structure body of wall, higher in inside processing safety.
Accompanying drawing explanation
Below in conjunction with drawings and Examples, the present invention is described further:
Fig. 1 is the basic supporting structure schematic diagram of the embodiment of the present invention;
Fig. 2 is the Tiebar structure decomposing schematic representation of the embodiment of the present invention;
Fig. 3 is the channel-section steel hook structure schematic diagram of the embodiment of the present invention;
Fig. 4 is the installation exploded view of the embodiment of the present invention;
Wherein: 1 channel steel upright post; 2 horizontal seats; 3 angle bar diagonal braces; 4 channel-section steel hooks; 5 pull bars; 6 M8 galvanizing bolts; 7 M6 galvanizing bolts; 8 kahikatea plates; 9 equal angle irons; 10 vertical channel-section steels.
The specific embodiment
Embodiment: as shown in Figure 1: a kind of suspension type assembling movable platform, it comprises column 1, horizontal seat 2, angle bar diagonal brace 3, channel-section steel hook 4, pull bar 5, M8 galvanizing bolt 6, M6 galvanizing bolt 7, kahikatea plate 8, equal angle iron 9, vertical channel-section steel 10.Column 1 is 10# Thermal zinc plating bath steel post; Horizontal seat 2 is 5# galvanizing equal angle iron horizontal seat; Angle bar diagonal brace 3 is 5# galvanizing equal angle iron diagonal brace; Channel-section steel hook 4 is 6.3# galvanizing channel-section steel hook; Pull bar 5 is 20*40mm galvanizing square tube; Kahikatea plate 8 is 40*300*4000mm; Equal angle iron 9 is 5# galvanizing angle bar.Above steel all necessarily require, into galvanizing steel, to reach GB requirement, the antirust processing as requested of the weld bond place between each member.
As shown in Figure 4, equal angle iron 9 is laterally fixed on the webbed steelframe of shape basic unit on vertical channel-section steel 10.The horizontal seat 2 outside horizontal weldings in one end are connected on column 1 bottom, and horizontal seat 2 belows are fixed with angle bar diagonal brace 3, and angle bar diagonal brace 3 one end are welded on column 1, and one end is welded on the end of horizontal seat 2, form the inclined support structure of right angle trigonometry frame.Angle bar diagonal brace 3 forms 30 ° and 60 ° of angles with horizontal seat 2 respectively.
As shown in Figure 3, column 1 back side, upper end is welded with channel-section steel hook 4; Channel-section steel hook 4 is inverted U-shaped, U-shaped hook one side is fixed on column, another side extends by the welding of face of weld 5*30mm band iron, and be provided with screw in end, welding requirements is linked up with four limits and is all needed and channel steel upright post full weld, in the screw of channel-section steel hook 4, be serially connected with M8 galvanizing bolt 6, fixing with column 1 by M8 galvanizing bolt 6.Channel-section steel hook 4 lengthen side flanks be for meet after punching through M8 galvanizing bolt 6 can with column 1 on hole to wearing, prevent that hook from coming off.Column 1 is linked up with 4 by channel-section steel and is articulated on the equal angle iron 9 of steelframe basic unit, and column 1 relies on the upper and lower two horizontal equal angle irons 9 of steelframe basic unit that two fulcrums are provided.
As shown in Figure 2, Figure 4 shows, kahikatea plate 8 is placed on horizontal seat 2; Kahikatea plate 8 both sides, on horizontal seat 2, be horizontally installed with the pull bar 5 of fastening kahikatea plate 8, fixing by M6 galvanizing bolt 7, the horizontal seat 2 of a plurality of independently metallic supports connects into the steelframe support system of a globality by pull bar 5, between horizontal seat 2, connect by being flexibly connected by M6 galvanizing bolt 7 after punching, be convenient to dismounting, assembling.Distance between pull bar 5 guarantees that two blocks of 40*300*4000mm kahikatea plates 8 put down and fastening being stuck between two pull bars side by side.The kahikatea plate 8 of horizontal seat 2 is two that arrange side by side; Four horizontal seats 2 are contained in every group of kahikatea plate 8 belows: the distance≤1200mm between horizontal seat 2,4 meters of changpai scotch pine plates 8 need to lay 4 supports below.Kahikatea plate 8 thickness are not less than 40mm, and two ends place chooses horizontal seat 2 length L: 100mm≤L≤200mm.
The present embodiment is installed on inside wall coverings basic unit steelframe in the space between ，Ji wall coverings basic unit's steelframe and civil engineering structure body of wall.The main upper and lower two horizontal equal angle irons 9 of steelframe basic unit that rely on provide two fulcrums.Suspension type assembling movable platform is elevation construction operating platform.
It should be pointed out that for the present invention through absolutely proving, also can there is the embodiment of multiple conversion and remodeling, be not limited to above-mentioned specific embodiment.Above-described embodiment is as just explanation of the present invention, rather than limitation of the present invention.In a word, protection scope of the present invention should comprise those apparent conversion or alternative and remodeling to those skilled in the art.
Claims (10)
1. a suspension type is assembled movable platform, it is characterized in that: it comprises column (1), horizontal seat (2), kahikatea plate (8), equal angle iron (9), vertical channel-section steel (10), the outside horizontal welding in described horizontal seat (2) one end is connected on column (1) bottom, and column (1) back side, upper end is welded with channel-section steel hook (4); Described equal angle iron (9) is laterally fixed on the upper webbed steelframe of shape of vertical channel-section steel (10) basic unit, and column (1) is linked up with on the equal angle iron (9) that (4) be articulated in steelframe basic unit by channel-section steel; Described kahikatea plate (8) is placed on horizontal seat (2); Kahikatea plate (8) both sides are horizontally installed with the pull bar (5) of fastening kahikatea plate (8) on horizontal seat (2), fixing by M6 galvanizing bolt (7).
2. suspension type assembling movable platform according to claim 1, is characterized in that: described channel-section steel hook (4) is for inverted U-shaped, and U-shaped hook one side is fixed on column, and another side extends by welding band iron, and is provided with screw in end.
3. suspension type assembling movable platform according to claim 2, is characterized in that: in the screw of described channel-section steel hook (4), be serially connected with M8 galvanizing bolt (6), by M8 galvanizing bolt (6) and column (1), fix.
4. suspension type according to claim 1 is assembled movable platform, it is characterized in that: described horizontal seat (2) below is fixed with angle bar diagonal brace (3), angle bar diagonal brace (3) one end is welded on column (1), one end is welded on the end of horizontal seat (2), forms the inclined support structure of right angle trigonometry frame.
5. suspension type assembling movable platform according to claim 1, is characterized in that: four horizontal seats (2) are contained in described every group of kahikatea plate (8) below.
6. suspension type assembling movable platform according to claim 1, is characterized in that: the kahikatea plate (8) of described horizontal seat (2) is two of arranging arranged side by side.
7. suspension type assembling movable platform according to claim 1, is characterized in that: described kahikatea plate (8) is 40*300*4000mm.
8. suspension type assembling movable platform according to claim 5, is characterized in that: the horizontal seat at described two ends (2) length L: 100mm≤L≤200mm.
9. suspension type assembling movable platform according to claim 1, is characterized in that: described pull bar (5) is 20*40mm galvanizing square tube.
10. suspension type assembling movable platform according to claim 1, is characterized in that: two fulcrums that the described steelframe upper and lower two horizontal equal angle irons of basic unit (9) are hung for column (1).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310540604.0A CN103615103B (en) | 2013-11-06 | 2013-11-06 | Suspension type assembling movable platform |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310540604.0A CN103615103B (en) | 2013-11-06 | 2013-11-06 | Suspension type assembling movable platform |
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| Publication Number | Publication Date |
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| CN103615103A true CN103615103A (en) | 2014-03-05 |
| CN103615103B CN103615103B (en) | 2015-11-25 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201310540604.0A Active CN103615103B (en) | 2013-11-06 | 2013-11-06 | Suspension type assembling movable platform |
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Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104264955A (en) * | 2014-09-18 | 2015-01-07 | 中建三局第二建设工程有限责任公司 | Overhead movable L-shaped bottoming bracket operating platform |
| CN106401157A (en) * | 2016-11-09 | 2017-02-15 | 北京城建集团有限责任公司 | Movable operation platform and high-altitude construction method |
| CN110565928A (en) * | 2019-07-26 | 2019-12-13 | 江苏兴厦建设工程集团有限公司 | Fast-assembling, quick detach formula scaffold frame for construction of building outer wall |
| CN110700549A (en) * | 2019-11-02 | 2020-01-17 | 浙江宇之航科技工程有限公司 | Upper hanger for lifting scaffold |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0868195A (en) * | 1994-08-29 | 1996-03-12 | Shimizu Corp | Elevating type cargo receiving stage supporting method, elevating type cargo receiving stage device, and elevating method thereof |
| US20060163001A1 (en) * | 2005-01-24 | 2006-07-27 | Pozell Charles A | Wall hanging scaffold |
| CN201155204Y (en) * | 2008-01-31 | 2008-11-26 | 中建一局集团建设发展有限公司 | Tools type assembling platform |
| CN201835512U (en) * | 2010-10-29 | 2011-05-18 | 北京韬盛科技发展有限公司 | Turning folding scaffold unit |
| CN203783106U (en) * | 2013-11-06 | 2014-08-20 | 苏州金螳螂建筑装饰股份有限公司 | Hanging assembling moving platform |
-
2013
- 2013-11-06 CN CN201310540604.0A patent/CN103615103B/en active Active
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0868195A (en) * | 1994-08-29 | 1996-03-12 | Shimizu Corp | Elevating type cargo receiving stage supporting method, elevating type cargo receiving stage device, and elevating method thereof |
| US20060163001A1 (en) * | 2005-01-24 | 2006-07-27 | Pozell Charles A | Wall hanging scaffold |
| CN201155204Y (en) * | 2008-01-31 | 2008-11-26 | 中建一局集团建设发展有限公司 | Tools type assembling platform |
| CN201835512U (en) * | 2010-10-29 | 2011-05-18 | 北京韬盛科技发展有限公司 | Turning folding scaffold unit |
| CN203783106U (en) * | 2013-11-06 | 2014-08-20 | 苏州金螳螂建筑装饰股份有限公司 | Hanging assembling moving platform |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104264955A (en) * | 2014-09-18 | 2015-01-07 | 中建三局第二建设工程有限责任公司 | Overhead movable L-shaped bottoming bracket operating platform |
| CN106401157A (en) * | 2016-11-09 | 2017-02-15 | 北京城建集团有限责任公司 | Movable operation platform and high-altitude construction method |
| CN110565928A (en) * | 2019-07-26 | 2019-12-13 | 江苏兴厦建设工程集团有限公司 | Fast-assembling, quick detach formula scaffold frame for construction of building outer wall |
| CN110700549A (en) * | 2019-11-02 | 2020-01-17 | 浙江宇之航科技工程有限公司 | Upper hanger for lifting scaffold |
| CN110700549B (en) * | 2019-11-02 | 2021-07-09 | 浙江宇之航科技工程有限公司 | Upper hanger for lifting scaffold |
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| Publication number | Publication date |
|---|---|
| CN103615103B (en) | 2015-11-25 |
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