CN201245965Y - Hanging scaffold - Google Patents
Hanging scaffold Download PDFInfo
- Publication number
- CN201245965Y CN201245965Y CNU2008201084926U CN200820108492U CN201245965Y CN 201245965 Y CN201245965 Y CN 201245965Y CN U2008201084926 U CNU2008201084926 U CN U2008201084926U CN 200820108492 U CN200820108492 U CN 200820108492U CN 201245965 Y CN201245965 Y CN 201245965Y
- Authority
- CN
- China
- Prior art keywords
- springboard
- vertical
- railing
- several
- suspended 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.)
- Expired - Lifetime
Links
Images
Abstract
The utility model provides a suspended-type scaffold which comprises gantries, hand rails, hand rail supports, special supporting arms, transverse spring boards, vertical spring boards and connecting traverse bars. The gantries are fixedly arranged on a high-altitude structural member. The special supporting arms are arranged on both sides of the gantries in an outward-extending manner. The corresponding special supporting arms on both sides of the two gantries are connected together via the vertical spring boards. The connecting traverse bars are arranged at a certain distance between the two vertical spring boards on the same side of the two gantries. The transverse spring boards are arranged on the connecting traverse bars. The hand rail supports are fixed at a certain distance on the vertical spring boards and are used for fixing the hand rails. The suspended-type scaffold has the advantages of simple structure, easy manufacturing, easy assembly and disassembly, short construction time, reliable working performance, high safety, applicability to onshore and offshore high-altitude operation, and low cost.
Description
Technical field
The utility model relates to scaffold, relates in particular to a kind ofly when being applied to the steel structure high-altitude and building, and sets up the suspended scaffold of overhead work platform.
Background technology
Offshore platform is built, and particularly the land formation of jacket has a lot of needs of work to carry out operation in the air at height and finishes, and therefore need set up the working platform of work high above the ground.The existing method of setting up work high above the ground work platform, mostly be place at needs with ground as the basis, begin to set up scaffold from ground, the workload of setting up scaffold like this is very huge, and shelf pipe that need be a large amount of, therefore existing to set up the time that scaffold consumes very long, and cost of labor and material cost are all than higher.
In order to reduce the workload of scaffold building, shorten the time of setting up scaffold, and save manpower and material, for the object of construction production of anxiety gains time, the utility model designer after repeatedly exploitation improves, designs the utility model according to being engaged in the many years of experience that ocean engineering is built finally.
The utility model content
Main purpose of the present utility model is to overcome the above-mentioned shortcoming that existing product exists, and provide a kind of suspended scaffold, simple in structure, processing and fabricating and dismounting are all very convenient, can shorten man-hour, reliable working performance, the safety factor of use is higher, can provide safe and reliable working platform for land and marine work high above the ground, and cost is lower.
The purpose of this utility model is realized by following technical scheme.
The utility model suspended scaffold is characterized in that, comprises a cabinet frame 2, railing 9, railing supporter 4, space support arm 5, horizontal springboard 6, vertical springboard 7 and connects cross bar 8; This cabinet frame 2 sets up and is fixed on the high-altitude structure spare 1, and its support body bottom, both sides stretches out respectively and connects one by vertical springboard 7 between space, the both sides support arm 5 that is provided with 5, two door cabinet frame 2 correspondences of space support arm; Several are set between two vertical springboards 7 of two door cabinet frame 2 homonymies at interval connect cross bar 8, laterally springboard 6 is arranged on several connection cross bars 8; Several railing 4 supporters of fixed interval on this vertical springboard 7 are for non-floating rail 9.
Aforesaid suspended scaffold, wherein, to be that Open Side Down set up a door cabinet frame 2 is fixed on the high-altitude structure spare 1, is respectively equipped with several cat ladders on these cabinet frame 2 both sides support bodys.
Aforesaid suspended scaffold, wherein, two vertical springboards 7 that are positioned at two door cabinet frame 2 homonymies are separately fixed at the two ends of two door cabinet frame 2 space support arms 5, and equi-spaced apart is provided with several connection cross bars 8 between two vertical springboards 7.
Aforesaid suspended scaffold, wherein, equidistant several railing 4 supporters of fixed interval on the vertical springboard 7, this railing 4 supporters bottom and vertical springboard 7 are fixing, middle part and top non-floating rail 9.
Aforesaid suspended scaffold, wherein, vertical springboard 7 is a palisading type.
Aforesaid suspended scaffold, wherein, laterally springboard 6 is a platysome.
The beneficial effect of the utility model suspended scaffold, this scaffold is when making high-altitude construction structure spare on ground, set up on the high-altitude structure spare of aerial work platform welding simultaneously at needs and fix this suspended scaffold, sling when high-altitude structure spare and to be positioned at when high aerial, suspended scaffold is located in high vacancy simultaneously, like this, suspended scaffold of the present utility model is compared with traditional scaffold, can significantly reduce the workload of setting up scaffold at height in the air, shorten and set up setting up the time of scaffold; In addition,, and only on the high-altitude structure spare that needs aerial work platform, weld fixedly suspended scaffold, therefore greatly reduce the shelf pipe consumption of setting up scaffold, effectively reduce cost owing to scaffold needn't begin to set up from ground; Moreover; all adopt welding and articulated manner to fix between each parts of suspended scaffold; molded integral structural strength height; and have the horizontal springboard of convenient working personnel work and cat ladder, can be firmly the laterally vertical springboard of springboard position and the safety protection structure that constitutes by railing supporter and railing, so safety factor height during operation.
Description of drawings:
Fig. 1 is the utility model suspended scaffold overall structure schematic diagram.
Fig. 2 is the utility model suspended scaffold user mode schematic diagram.
Major label description in figure: 1 high-altitude structure spare, 2 cabinet frames, 3 cat ladders, 4 railing supporters, 5 space support arms, 6 horizontal springboards, 7 vertical springboards, 8 connect cross bar, 9 railings, A suspended scaffold, B plain edition scaffold.
The specific embodiment
Consult shown in Figure 1, the utility model suspended scaffold, it comprises a cabinet frame 2, railing 9, railing supporter 4, space support arm 5, laterally springboard 6, vertical springboard 7 and connect cross bar 8; This cabinet frame 2 sets up and is fixed on the high-altitude structure spare 1, and its support body bottom, both sides stretches out respectively and connects one by vertical springboard 7 between space, the both sides support arm 5 that is provided with 5, two door cabinet frame 2 correspondences of space support arm; Several are set between two vertical springboards 7 of two door cabinet frame 2 homonymies at interval connect cross bar 8, laterally springboard 6 is arranged on several connection cross bars 8; Several railing 4 supporters of fixed interval on this vertical springboard 7 are for non-floating rail 9.
Consult shown in Figure 1, the utility model suspended scaffold, wherein, to be that Open Side Down set up a door cabinet frame 2 is fixed on the high-altitude structure spare 1, is respectively equipped with several cat ladders on these cabinet frame 2 both sides support bodys; Two vertical springboards 7 that are positioned at two door cabinet frame 2 homonymies are separately fixed at the two ends of two door cabinet frame 2 space support arms 5, and equi-spaced apart is provided with several connection cross bars 8 between two vertical springboards 7; Equidistant several railing 4 supporters of fixed interval on the vertical springboard 7, this railing 4 supporters bottom and vertical springboard 7 are fixing, middle part and top non-floating rail 9, and vertical springboard 7 is a palisading type; Laterally springboard 6 is a platysome.
Consult shown in Figure 1, the preparation of the utility model suspended scaffold, adopt the H200X200X8X12 i iron to make two door cabinet frames 2 and 4 space support arms 5, the height of door cabinet frame 2 can be adjusted in 1.5 meters to 3 meters scopes according to actual conditions, and the height that present embodiment is set door cabinet frame 2 is 3 meters; The width of door cabinet frame 2 can be adjusted in 0.7 meter to 2.5 meters scope according to actual conditions, and the height that present embodiment is set door cabinet frame 2 is 2.5 meters; The length of space support arm 5 is 1.15 meters; Respectively 4 space support arm 5 one ends are welded on support body bottom, a cabinet frame 2 both sides, the other end extends to the external side of side frames; Weld respectively on each cabinet frame 2 both sides support body and fix 4 cat ladders.
Adopt
Steel pipe make 9,16 railing supporters 4 of 8 railings and 10 connection cross bars 8, adopt
Steel pipe make 4 vertical springboards 7 of paling form, adopt plank to make two horizontal springboards 6; Wherein: the length range of railing 9 can be 2 meters to 10 meters, and it is 10 meters that present embodiment is set its length; The length setting of railing supporter 4 is 1.2 meters; The length range of vertical springboard 7 can be 2 meters to 10 meters, and it is 10 meters that present embodiment is set its length; The length setting that connects cross bar 8 is 1.1 meters; Laterally the length range of springboard 6 can be 2 meters to 10 meters, and the length that present embodiment is set horizontal springboard is 10 meters, and width is 0.9 meter.
Respectively will
The two ends of 4 vertical springboards 7 of paling form making of steel pipe be placed on two ends of 4 space support arms 5 of support body bottom, two door cabinet frames, 2 both sides welding, and with 8 railing supporter 4 hinged securement that are welded on the space support arm 5; With
Steel pipe make 16 railing supporters 4, wherein 8 railing supporters 4 are welded on the space support arm 5, other 8 railing supporters 4 are being hinged on 4 vertical springboards 7 of paling form of distance uniformly-spaced respectively; Then will adopt
10 connection cross bars 8 making of steel pipe, being hinged between the vertical springboard 7 of two door cabinet frame 2 homonymies of distance uniformly-spaced respectively, promptly the two ends of every connection cross bar 8 respectively with vertical springboard 7 hinged securement that are positioned at two door cabinet frame 2 homonymies; To adopt again
8 railings 9 that steel pipe is made are hinged on the middle part of railing supporter 4 and railing supporter 4 other end away from vertical springboard 7 respectively, and railing 9 is mutual vertical configuration with railing supporter 4; Horizontal springboard 6 tilings of at last two wooden platysomes being made also are hingedly fixed on several connection cross bars 8 that are positioned at two door cabinet frame 2 homonymies.
Consult Fig. 1, shown in Figure 2, when the utility model suspended scaffold uses, two or more a plurality of cabinet frames 2 are set in downwards by opening part on the high-altitude structure spare 1 that need set up working platform, then that 1 contact position welding on door cabinet frame 2 and the high-altitude structure spare is fixing.After high-altitude structure spare 1 was sling, suspended scaffold was positioned at high vacancy thereupon slinging together, and forms a continuous aisle, space.Consult shown in Figure 2ly, select a suitable ground location, set up plain edition scaffold B, be connected with the aisle, space, the operating personnel arrives suspended scaffold A by the plain edition scaffold and carries out work high above the ground from ground; After the use with the horizontal springboard 6 of hinged securement, vertical springboard 7, connect cross bar 8, railing 9 is removed hinged and preserve on handling to ground, preserve on fixing also handling to the ground of welding of removing between a cabinet frame 2 and the high-altitude structure spare 1 with the mode of gas cutting again, so that reuse later on.
The advantage of the utility model suspended scaffold is: 1, simple in structure, processing and fabricating and dismounting are all very convenient.This suspended scaffold is to constitute by i iron and steel pipe welding, and is rational in infrastructure simple, and manufacturing is finished on ground, but repeated removal is used.2, save man-hour and workload.This suspended scaffold is when making high-altitude construction structure spare on ground, set up on the high-altitude structure spare of aerial work platform welding simultaneously at needs and fix this suspended scaffold, sling when high-altitude structure spare and to be positioned at when high aerial, suspended scaffold is located in high vacancy simultaneously, like this, suspended scaffold of the present utility model is compared with traditional scaffold, can significantly reduce the workload of setting up scaffold at height in the air, has shortened and has set up setting up the time of scaffold.3, cost is low.Suspended scaffold needn't begin to set up from ground, and only welds fixedly suspended scaffold on the high-altitude structure spare that needs aerial work platform, therefore greatly reduces the shelf pipe consumption of setting up scaffold, effectively reduces cost.4, reliable working performance, the safety factor of use is higher, can provide safe and reliable working platform for land and marine work high above the ground.All adopt welding and articulated manner to fix between the suspended scaffold parts; molded integral structural strength height; and have the horizontal springboard of convenient working personnel work and cat ladder, can be firmly the laterally vertical springboard of springboard position and the safety protection structure that constitutes by railing supporter and railing, so safety factor height during operation.
The above, it only is preferred embodiment of the present utility model, be not that the utility model is done any pro forma restriction, every foundation technical spirit of the present utility model all still belongs in the scope of technical solutions of the utility model any simple modification, equivalent variations and modification that above embodiment did.
Claims (6)
1, a kind of suspended scaffold is characterized in that, comprises a cabinet frame (2), railing (9), railing supporter (4), space support arm (5), horizontal springboard (6), vertical springboard (7) and connects cross bar (8); This cabinet frame (2) sets up and is fixed on the high-altitude structure spare (1), and its support body bottom, both sides stretches out respectively and is provided with space support arm (5), connects one by vertical springboard (7) between space, the both sides support arm (5) of two door cabinet frames (2) correspondence; Be positioned at and several are set between two vertical springboards (7) of two door cabinet frames (2) homonymy at interval connect cross bar (8), laterally springboard (6) is arranged on several and connects on cross bars (8); This vertical springboard (7) is gone up several railings of fixed interval (4) supporter, for non-floating rail (9).
2, suspended scaffold according to claim 1 is characterized in that, to be that Open Side Down set up described door cabinet frame (2) is fixed on (1) on the high-altitude structure spare, is respectively equipped with several cat ladders on the support body of this cabinet frame (2) both sides.
3, suspended scaffold according to claim 1, it is characterized in that, described two the vertical springboards (7) that are positioned at two door cabinet frames (2) homonymy are separately fixed at the two ends of two door cabinet frames (2) space support arms (5), and equi-spaced apart is provided with several connection cross bars (8) between two vertical springboards (7).
4, suspended scaffold according to claim 1 is characterized in that, described vertical springboard (7) is gone up several railings of equidistant fixed interval (4) supporter, and this railing (4) supporter bottom is fixing with vertical springboard (7), middle part and top non-floating rail (9).
According to claim 1,2 or 4 described suspended scaffolds, it is characterized in that 5, described vertical springboard (7) is a palisading type.
6, suspended scaffold according to claim 1 is characterized in that, described horizontal springboard (6) is a platysome.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2008201084926U CN201245965Y (en) | 2008-06-06 | 2008-06-06 | Hanging scaffold |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2008201084926U CN201245965Y (en) | 2008-06-06 | 2008-06-06 | Hanging scaffold |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201245965Y true CN201245965Y (en) | 2009-05-27 |
Family
ID=40729785
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNU2008201084926U Expired - Lifetime CN201245965Y (en) | 2008-06-06 | 2008-06-06 | Hanging scaffold |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201245965Y (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103255908A (en) * | 2013-04-03 | 2013-08-21 | 中建钢构有限公司 | Adjustable safety passage of primary truss |
| CN104005548A (en) * | 2014-06-09 | 2014-08-27 | 山东电力建设第一工程公司 | Steel structure installation scaffold |
-
2008
- 2008-06-06 CN CNU2008201084926U patent/CN201245965Y/en not_active Expired - Lifetime
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103255908A (en) * | 2013-04-03 | 2013-08-21 | 中建钢构有限公司 | Adjustable safety passage of primary truss |
| CN103255908B (en) * | 2013-04-03 | 2016-04-13 | 中建钢构有限公司 | A kind of main couple adjustable safety passage |
| CN104005548A (en) * | 2014-06-09 | 2014-08-27 | 山东电力建设第一工程公司 | Steel structure installation scaffold |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN107902545B (en) | Horse way air pipe hoisting construction device and construction method | |
| CN101597956B (en) | Suspended scaffold | |
| CN201245965Y (en) | Hanging scaffold | |
| CN201793330U (en) | Gantry hanger frame device | |
| CN208668903U (en) | A kind of fabricated scaffold | |
| CN107059641B (en) | Goods shelf type pier body outer scaffold | |
| CN207646996U (en) | A kind of square set | |
| CN204038917U (en) | Dismountable external hanging service platform | |
| CN209040527U (en) | A kind of scaffold cradle structure | |
| CN202705932U (en) | T-beam reinforced hanger frame structure | |
| CN218028869U (en) | Novel prefabricated bay window outer hanger | |
| CN205259558U (en) | Novel scaffold for fitment | |
| CN110748140A (en) | Track beam hanging basket special for stepped curtain wall | |
| CN205901172U (en) | Nearly pole of transmission line overhauls corridor hanger device | |
| CN203640245U (en) | Scaffold structure for building exterior wall construction | |
| CN203654706U (en) | Movable operation platform for pot top | |
| CN212671160U (en) | Combined building scaffold | |
| CN211813710U (en) | Liftable track type microporous aerator system | |
| CN205172411U (en) | Portable novel tub of tower cat ladder | |
| CN203238949U (en) | Bracket used for boundary beam framework | |
| CN212897458U (en) | Operation platform for self-made movable suspension operation | |
| CN203545530U (en) | Bridge for tower crane | |
| CN201598819U (en) | Die plate and steel bar operation platform for construction | |
| CN213867344U (en) | Novel light-duty basket of hanging of bridge detection | |
| CN209891642U (en) | Traceless embedded section bar |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| AV01 | Patent right actively abandoned |
Granted publication date: 20090527 Effective date of abandoning: 20080606 |