CN201649607U - Overhung-type outer wall scaffold - Google Patents

Overhung-type outer wall scaffold Download PDF

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Publication number
CN201649607U
CN201649607U CN2010201143993U CN201020114399U CN201649607U CN 201649607 U CN201649607 U CN 201649607U CN 2010201143993 U CN2010201143993 U CN 2010201143993U CN 201020114399 U CN201020114399 U CN 201020114399U CN 201649607 U CN201649607 U CN 201649607U
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CN
China
Prior art keywords
crane span
span structure
construction
externally
exterior wall
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Expired - Fee Related
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CN2010201143993U
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Chinese (zh)
Inventor
陈华鸿
陈荣达
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Individual
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Individual
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Priority to CN2010201143993U priority Critical patent/CN201649607U/en
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Publication of CN201649607U publication Critical patent/CN201649607U/en
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Expired - Fee Related legal-status Critical Current

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Abstract

The utility model relates to an overhung-type outer wall scaffold, which mainly comprises a bridge frame and an operating layer which are fixed at an outer wall of a house, a baluster for construction protection is additionally installed at the top of the bridge frame and the outer side of two operating layers. A safety net for overall protection for personnel as well as materials and the like is arranged at one side of each layer baluster in a way of hanging. A protection enclosure which uses profile steel as framework is arranged at the lower side of the bridge frame bottom which is close to one side of a building, the safety net is arranged in hanging along overall length of the protection enclosure. A protection door which can be opened and closed inwards and can be used as the baluster is arranged at each construction operating layer between two adjacent bridge frames. An auxiliary frame body which is adapted with the construction vertical to concave and convex outer wall surface of the building is also installed at the bridge frame. A hanging and pulling tripod in the supporting form is arranged in the bridge frame. The utility model has the beneficial effects: using the extremely simple technology, thus the scaffold is more applicable to be used in practical operation, a plurality of conveniences are brought for construction personnel, the benefit aspects thereof are also increased greatly.

Description

Externally-hanging type exterior wall scaffold
Technical field
The utility model relates in the scaffold field of building (or having built) skin face, is primarily aimed to improve a kind of externally-hanging type exterior wall scaffold.
Background technology
Present employed exterior wall scaffold is to set up layer by layer by certain spacing with steel pipe and fastener all around at it according to the building overall height to form.In every layer scaffold, also need lay pin hand sheet and safety net etc., present for this reason this scaffold technology has taken a large amount of material resources and manpower.And there is great potential safety hazard in the pure artificial free-hand erection method in present this high-altitude, and the time have particularly serious accident to take place.Having invented on this basis by State Patent Office's patent granted number is 200720192317.5 externally-hanging type exterior wall scaffold, but this patent No. is 200720192317.5 externally-hanging type exterior wall scaffold also to come with some shortcomings on some technical elements, also has certain inconvenience in the practical operation construction operation.
Summary of the invention
The purpose of this utility model is to overcome the deficiency of above-mentioned existence, according to patent granted number be on 200720192317.5 the externally-hanging type exterior wall scaffold technical foundation, in the practical operation construction operation, be still waiting further perfectly, and provide a kind of perfect externally-hanging type exterior wall scaffold.
The utility model solves the technical scheme that its technical problem adopts: this externally-hanging type exterior wall scaffold, mainly comprise the crane span structure and the work layer that are fixed in the house outer wall, and reaching up and down in gantry top, two work layers outsides install the railing of using as construction protection additional; Railing one side at each layer is linked with the safety net of the integral protection of personnel and material etc. being used to facilitate; Is the protective fence of skeleton in the crane span structure bottom with shaped steel by building one side-lower setting, hangs safety net along the protective fence total length; Each construction operation layer setting between two adjacent crane span structures can open and close and can doublely do the protective door of railing to the inside; This crane span structure has also been installed to adapting to the auxiliary support body perpendicular to the construction of the concavo-convex wall face of building; Top and the bottom, both sides, bearing place at this crane span structure are provided with the intensity of promising raising crane span structure and the reinforced steel of safety; Be provided with the pull-shaped A-frame of extension of supporting form in this crane span structure; Work layer bed board place respectively establishes one and can be used for the hole that the levels personnel pass through in each crane span structure.
Described auxiliary support body is made up of flat rod, transverse link, vertical vertical rod, addition rod and bed board, horizontally connect between this transverse link and the flat rod, being vertical between this flat rod and transverse link and the vertical vertical rod is connected, use bolt between the three respectively, place the addition rod more than at least one in each work layer bottom; After linking to each other, bed board is laid in the auxiliary support body bottom that links to each other with crane span structure.
The pull-shaped A-frame of described extension is made of base crossbeam, vertical rod, diagonal member, be provided with a rotating movable structure of hanging with the vertical rod joint on this diagonal member, have to play at an end of base crossbeam slidingly to rise guiding and is connected and the upper and lower opening interior angle has the arcuation steel tank that acts on along sliding with guide rail; There is an iron bolt that supplies the starting device drag hook to use at the middle part of crossbeam, cross bar is offered rectangle first hole that supplies the lifting slide fastener to pass above iron bolt, offer rectangle second hole that supplies the lifting slide fastener to pass in the inside of diagonal member, make things convenient for drag hook to stretch into and hook iron bolt from the top.
Place, described hole can establish a removable cover that upwards opens and closes, and establish the below, hole can be for the cat ladder under the constructor.
Take with overlapping the tying up of bolt between the main longitudinally girder steel of described reinforced steel and crane span structure.
Described rail height is decided according to safety requirements, the material section steel manufacture.
The beneficial effects of the utility model are: from the present technique and the patent No. before is that 200720192317.5 externally-hanging type exterior wall scaffold technology is compared and can be predicted, the technology that this use is extremely easy, more suitable in practical operation, brought many conveniences to the constructor, its benefit aspect also improves a lot.
Description of drawings
Fig. 1 is a perspective view of the present utility model.
Fig. 2 is a left view of the present utility model.
Fig. 3 is an auxiliary frame body structure schematic diagram of the present utility model.
Fig. 4 is the structural representation between auxiliary support body of the present utility model and the building.
Fig. 5 is a reinforced steel positional structure schematic diagram of the present utility model.
Fig. 6 is the pull-shaped A-frame structural representation of extension of the present utility model.
Fig. 7 is a structure of the window schematic diagram of the present utility model.
Label in the accompanying drawing is: 1, crane span structure, 2, work layer, 3, railing, 4, safety net, 5, protective fence, 6, protective door, 7, auxiliary support body, 8, reinforced steel, 9, hang pull-shaped A-frame, 10, the hole, 11, the base crossbeam, 12, vertical rod, 13, diagonal member, 14, the movable structure of hanging, 15, guide rail, 16, the arcuation steel tank, 17, drag hook, 18, iron bolt, 19, the lifting slide fastener, 20, cross bar, 21, second hole, 22, first hole, 23, flat rod, 24, transverse link, 25, vertical vertical rod, 26, addition rod, 27, bed board, 28, removable cover, 29, cat ladder, 30, gaily decorated basket pull bar, 31, fulcrum, 32, turnbuckle.
The specific embodiment
Below in conjunction with drawings and Examples the utility model is done detailed introduction:
As shown in the figure, this externally-hanging type exterior wall scaffold mainly comprises the crane span structure 1 and the work layer 2 that are fixed in the house outer wall, and reach up and down two work layer 2 outsides install the railing of using as construction protection 3 additional at crane span structure 1 top; Railing 3 one sides at each layer are linked with the safety net of the integral protection of personnel and material etc. being used to facilitate 4, and after crane span structure 1 top outer was installed railing 3, its top got final product construction operation layer 2 of double as; Leaning on building one side-lower setting in crane span structure 1 bottom is the protective fence 5 of skeleton with shaped steel, hangs safety net 4 along protective fence 5 total lengths and mixes constructional materials and the security protections of instrument in construction such as earth is template used, support to guarantee cast; Each construction operation layer 2 between two adjacent crane span structures 1 is provided with the protective door 6 that can open and close and can doublely do railing 3 to the inside, strides the usefulness of the passage of crane span structure 1 when being in same level with convenience adjacent two; This crane span structure 1 has also been installed to adapting to the auxiliary support body 7 perpendicular to the construction of the concavo-convex wall face of building; In the top and the bottom, both sides, bearing place of this crane span structure 1 intensity of promising raising crane span structure 1 and the reinforced steel 8 of safety are set; Be provided with the pull-shaped A-frame 9 of extension of supporting form in this crane span structure 1; Work layer 2 bed board places respectively establish one and can be used for the hole 10 that the levels personnel pass through in each crane span structure 1.
As Fig. 3, shown in Figure 4, for adapting to construction perpendicular to the concavo-convex wall face of building (as balcony etc.), crane span structure 1 is installed in the outside of building projection certain distance, position according to recess is provided with the construction operation platform of auxiliary support body 7 as recess, described auxiliary support body 7 is by flat rod 23, transverse link 24, vertical vertical rod 25, addition rod 26 and bed board 27 are formed, flat rod 23 is chosen needed length from each aspect up and down of main crane span structure, horizontally connect between this transverse link 24 and the flat rod 23, being vertical between this flat rod 23 and transverse link 24 and the vertical vertical rod 25 is connected, use bolt between the three respectively, place the addition rod 26 more than at least one in each work layer 2 bottoms; See that from side direction auxiliary support body 7 bottoms that link to each other with crane span structure 1 of formation lay bed board 27 in the back that links to each other, make it to become with crane span structure 1 can the while lifting and the construction operation platform of equivalent effect.
As shown in Figure 5, for improving the intensity and the safety of crane span structure 1, in the top and the bottom, both sides of crane span structure 1 bearing reinforced steel 8 is set, this reinforced steel 8 is taken with overlapping the tying up of bolt with the main longitudinally girder steel of crane span structure 1, and the length of reinforced steel 8 is decided with the stressing conditions of crane span structure 1; Under crane span structure 1 span or stressed bigger situation, the way that gaily decorated basket pull bar 30 also can be set in crane span structure 1 both sides guarantees the safety of crane span structure 1, specific practice is as follows: excentral certain distance of bearing and two bottom sides at both sides, crane span structure 1 bearing top reinforced steel 8 are provided with the fulcrum 31 that can be connected gaily decorated basket pull bar 30 near span centre respectively with the place, end, adjusting by turnbuckle 32 is to adjust the stressing influence of crane span structure 1 middle part and end, the rigidity and the security performance of raising crane span structure 1.
As shown in Figure 6, the pull-shaped A-frame 9 of described extension is made of base crossbeam 11, vertical rod 12, diagonal member 13, be provided with a rotating movable structure 14 of hanging with vertical rod 12 joints on this diagonal member 13, have to play at an end of base crossbeam 11 slidingly to rise guiding and is connected and the upper and lower opening interior angle has the arcuation steel tank 16 that acts on along sliding with guide rail 15; There is an iron bolt 18 for starting device drag hook 17 usefulness at the middle part of base crossbeam 11, cross bar 20 is offered rectangle first hole 22 that supplies lifting slide fastener 19 to pass above iron bolt 18, offer rectangle second hole 21 that supplies lifting slide fastener 19 to pass in the inside of diagonal member 13, make things convenient for drag hook 17 to stretch into and hook iron bolt 18 from the top.
As shown in Figure 7, for current convenient between convenient construction operating personnel levels, work layer 2 bed board places respectively establish one and can be used for the hole 10 that the levels personnel pass through in each crane span structure 1, and at the hole 10 places establish and can upwards open and close removable cover 28, establish 10 belows, hole can be for constructor's cat ladder 29 up and down.

Claims (6)

1. an externally-hanging type exterior wall scaffold is characterized in that: mainly comprise the crane span structure (1) and the work layer (2) that are fixed in the house outer wall, install the railing of using as construction protection (3) at crane span structure (1) top and up and down additional outside two work layers (2); Railing (3) one sides at each layer are linked with the safety net (4) that integral protection is used; Is the protective fence (5) of skeleton in crane span structure (1) bottom with shaped steel by building one side-lower setting, hangs safety net (4) along protective fence (5) total length; Each construction operation layer (2) setting between two adjacent crane span structures (1) can open and close to the inside and can doublely do the protective door (6) of railing (3); This crane span structure (1) has also been installed to adapting to the auxiliary support body (7) perpendicular to the construction of the concavo-convex wall face of building; Top and the bottom, both sides, bearing place at this crane span structure (1) are provided with reinforced steel (8); Be provided with the pull-shaped A-frame of extension (9) of supporting form in this crane span structure (1); Last work layer (2) bed board place in each crane span structure (1) respectively establishes one and can be used for the hole (10) that the levels personnel pass through.
2. externally-hanging type exterior wall scaffold according to claim 1, it is characterized in that: described auxiliary support body (7) is made up of flat rod (23), transverse link (24), vertical vertical rod (25), addition rod (26) and bed board (27), horizontally connect between this transverse link (24) and the flat rod (23), being vertical between this flat rod (23) and transverse link (24) and the vertical vertical rod (25) is connected, use bolt between the three respectively, place the addition rod (26) more than at least one in each work layer (2) bottom; After linking to each other, bed board (27) is laid in auxiliary support body (7) bottom that links to each other with crane span structure (1).
3. externally-hanging type exterior wall scaffold according to claim 1, it is characterized in that: the pull-shaped A-frame of described extension (9) is made of base crossbeam (11), vertical rod (12) and diagonal member (13), this diagonal member (13) is gone up with vertical rod (12) joint and is provided with a rotating movable structure (14) of hanging, and has to play with guide rail (15) at an end of base crossbeam (11) slidingly to rise guiding and be connected and the upper and lower opening interior angle has the suitable arcuation steel tank (16) that acts on of sliding; There is an iron bolt (18) for starting device drag hook (17) usefulness at the middle part of base crossbeam (11), offer rectangle first hole (22) that supplies lifting slide fastener (19) to pass at the top cross bar (20) of iron bolt (18), offer rectangle second hole (21) that supplies lifting slide fastener (19) to pass in the inside of diagonal member (13), make things convenient for drag hook (17) to stretch into and hook iron bolt (18) from the top.
4. externally-hanging type exterior wall scaffold according to claim 1 is characterized in that: described hole (10) locate to be provided with a removable cover (28) that upwards opens and closes, and hole (10) below is provided with the cat ladder (29) up and down for the constructor.
5. externally-hanging type exterior wall scaffold according to claim 1 is characterized in that: take with overlapping the tying up of bolt between described reinforced steel (8) and the main longitudinally girder steel of crane span structure (1).
6. externally-hanging type exterior wall scaffold according to claim 1 is characterized in that: described railing (3) height is decided the material section steel manufacture according to safety requirements.
CN2010201143993U 2010-02-09 2010-02-09 Overhung-type outer wall scaffold Expired - Fee Related CN201649607U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN2010201143993U CN201649607U (en) 2010-02-09 2010-02-09 Overhung-type outer wall scaffold

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN2010201143993U CN201649607U (en) 2010-02-09 2010-02-09 Overhung-type outer wall scaffold

Publications (1)

Publication Number Publication Date
CN201649607U true CN201649607U (en) 2010-11-24

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Family Applications (1)

Application Number Title Priority Date Filing Date
CN2010201143993U Expired - Fee Related CN201649607U (en) 2010-02-09 2010-02-09 Overhung-type outer wall scaffold

Country Status (1)

Country Link
CN (1) CN201649607U (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102587626A (en) * 2012-02-16 2012-07-18 毛坤龙 Operating platform
CN104110124A (en) * 2014-07-25 2014-10-22 广东信海建筑有限公司 Inserted lift scaffold with video security monitoring system
CN106437172A (en) * 2016-07-27 2017-02-22 中国能源建设集团安徽电力建设第工程有限公司 Putting-up method of scaffold for building of booster station of wind power plant

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102587626A (en) * 2012-02-16 2012-07-18 毛坤龙 Operating platform
CN104110124A (en) * 2014-07-25 2014-10-22 广东信海建筑有限公司 Inserted lift scaffold with video security monitoring system
CN106437172A (en) * 2016-07-27 2017-02-22 中国能源建设集团安徽电力建设第工程有限公司 Putting-up method of scaffold for building of booster station of wind power plant

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GR01 Patent grant
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: 20101124

Termination date: 20130209