CN205663176U - Shaped steel for building that runs through outer wall scaffold frame of encorbelmenting - Google Patents
Shaped steel for building that runs through outer wall scaffold frame of encorbelmenting Download PDFInfo
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- CN205663176U CN205663176U CN201620540914.1U CN201620540914U CN205663176U CN 205663176 U CN205663176 U CN 205663176U CN 201620540914 U CN201620540914 U CN 201620540914U CN 205663176 U CN205663176 U CN 205663176U
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- outrigger
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Abstract
Shaped steel for building that runs through outer wall scaffold frame of encorbelmenting, it constitutes as follows: mil outrigger (1), shaped steel encorbelment big angle outrigger (2), lian liang (3), wherein: two mil outrigger (1) axle line coplanar and mutually perpendicular, shaped steel encorbelment big angle outrigger (2) arrange between two mil outrigger (1), mil outrigger (1) is arranged and is being built boundary beam (4) outside part through even roof beam (3) connection is as an organic whole, wherein: through right angle bending (5) fixed connection between lian liang (3) and mil outrigger (1), big angle outrigger (2) are encorbelmented through big corner connector (6) fixed connection with shaped steel in two mil outrigger (1). The utility model discloses simple structure, it is convenient use to maintain, the outstanding advantages such as construction operation under the building industrialization background be convenient for, the picking stone device effectively solves the problem of the falling of stones into hole.
Description
Technical field
This utility model relates to structure design and the applied technical field of steel wire rope connection structure for building, specifically provides
A kind of the shaped steel suspension scaffolding for building running through exterior wall.
Background technology
In prior art, the shaped steel suspension scaffolding for building running through exterior wall belongs to conventional structure, but its structure is more
Single, it is not appropriate for building industrialization requirement, its technique effect is in urgent need to be improved;Corresponding attachment structure is badly in need of research and development and is changed
Enter.To improve building industrialization level, improving environment effect.It is intended that obtain a kind of technique effect preferably run through exterior wall
The shaped steel suspension scaffolding for building.
Utility model content
The purpose of this utility model is to provide a kind of technique effect running through for building industrialization demand the most especially
The shaped steel suspension scaffolding for building of exterior wall.
A kind of the shaped steel suspension scaffolding for building running through exterior wall of this utility model, it is characterised in that: run through building of exterior wall
Build by the composition of the shaped steel suspension scaffolding as follows: position, angle outrigger 1, shaped steel are encorbelmented big angle outrigger 2, coupling beam 3;Wherein:
Position, angle outrigger 1 has two, and the axis of the two is on same horizontal plane and is mutually perpendicular to;
Shaped steel big angle outrigger 2 of encorbelmenting is arranged between position, two angles outrigger 1 and three's axis co-planar;
Position, two angles outrigger 1 is arranged in building part outside side bar 4 and is connected as one, wherein by coupling beam 3: coupling beam 3
And connect by right-angle connector 5 is fixing between position, angle outrigger 1;Position, two angles outrigger 1 and shaped steel encorbelment big angle outrigger 2 by big
Angle connector 6 is fixing to be connected;It is arranged in position, same angle outrigger 1 and coupling beam 3 that shaped steel is encorbelmented between big angle outrigger 2 at least two
Group, and be parallel to each other therebetween.
The described the shaped steel suspension scaffolding for building running through exterior wall, it is characterised in that: position, angle outrigger 1, shaped steel are encorbelmented big angle
It is fastenedly connected by support pipe 7 between both outriggers 2 and building side bar 4 and is integrated.
Further preferably content is: it is equal that position, two angles outrigger 1 is arranged in building partial-length outside side bar 4.
Big angle connector 6 is respectively used to joint angle position outrigger 1, shaped steel encorbelment big angle outrigger 2 interface tube between angle
It it is 42~48 °.
The structure of this utility model the shaped steel suspension scaffolding for building to running through exterior wall has been carried out based on building industrialization
The optimization design of background, it is proposed that a kind of new application scheme;It proposes on the basis of proof strength and construction standardization
A kind of run through exterior wall the shaped steel suspension scaffolding combinative structure for building in plane;Its simple in construction, working service is convenient, just
The outstanding advantages such as the construction operation under building industrialization background;It has the hugest expected economic worth and
Social value.
Accompanying drawing explanation
Below in conjunction with the accompanying drawings and this utility model is described in further detail by embodiment:
Fig. 1 is the shaped steel suspension scaffolding structural representation sketch for building running through exterior wall.
Detailed description of the invention
Embodiment 1
A kind of the shaped steel suspension scaffolding for building running through exterior wall of the present embodiment, runs through the shaped steel for building of exterior wall and encorbelments foot
The composition of hand cradle is as follows: position, angle outrigger 1, shaped steel are encorbelmented big angle outrigger 2, coupling beam 3;Wherein: position, angle outrigger 1 has two, the two
Axis is on same horizontal plane and is mutually perpendicular to;
Shaped steel big angle outrigger 2 of encorbelmenting is arranged between position, two angles outrigger 1 and three's axis co-planar;
Position, two angles outrigger 1 is arranged in building part outside side bar 4 and is connected as one, wherein by coupling beam 3: coupling beam 3
And connect by right-angle connector 5 is fixing between position, angle outrigger 1;Position, two angles outrigger 1 and shaped steel encorbelment big angle outrigger 2 by big
Angle connector 6 is fixing to be connected;It is arranged in position, same angle outrigger 1 and coupling beam 3 that shaped steel is encorbelmented between big angle outrigger 2 at least two
Group, and be parallel to each other therebetween.
In the described the shaped steel suspension scaffolding for building running through exterior wall, position, angle outrigger 1, shaped steel encorbelment big angle outrigger 2 this two
It is fastenedly connected by support pipe 7 between person and building side bar 4 and is integrated.
It is equal that position, two angles outrigger 1 is arranged in building partial-length outside side bar 4, is respectively used in big angle connector 6
Joint angle position outrigger 1, shaped steel encorbelment big angle outrigger 2 interface tube between angle be 42~48 °.
The structure of the present embodiment the shaped steel suspension scaffolding for building to running through exterior wall has carried out carrying on the back based on building industrialization
The optimization design of scape, it is proposed that a kind of new application scheme;It proposes one on the basis of proof strength and construction standardization
Plant the shaped steel suspension scaffolding combinative structure for building running through exterior wall in plane;Its simple in construction, working service is convenient, it is simple to
The outstanding advantages such as the construction operation under building industrialization background;It has the hugest expected economic worth and society
Can be worth.
Claims (3)
1. run through the shaped steel suspension scaffolding for building of exterior wall, it is characterised in that: run through the shaped steel for building of exterior wall and encorbelment foot hands
The composition of frame is as follows: encorbelment big angle outrigger (2), coupling beam (3) in position, angle outrigger (1), shaped steel;Wherein:
Position, angle outrigger (1) has two, and the axis of the two is on same horizontal plane and is mutually perpendicular to;
Shaped steel big angle outrigger (2) of encorbelmenting is arranged between position, two angles outrigger (1) and three's axis co-planar;
Position, two angles outrigger (1) is arranged in the outside part of building side bar (4) and is connected as one, wherein by coupling beam (3): coupling beam
(3) and connect by right-angle connector (5) is fixing between position, angle outrigger (1);Position, two angles outrigger (1) and shaped steel big angle of encorbelmenting is chosen
Beam (2) connects by big angle connector (6) is fixing;Be arranged in position, same angle outrigger (1) and shaped steel encorbelment big angle outrigger (2) it
Between coupling beam (3) at least two groups, and be parallel to each other therebetween.
2. according to the shaped steel suspension scaffolding for building running through exterior wall described in claim 1, it is characterised in that: position, angle outrigger (1),
Shaped steel is encorbelmented to be fastenedly connected by support pipe (7) between big angle outrigger (2) both and building side bar (4) and is integrated.
3. according to the shaped steel suspension scaffolding for building running through exterior wall described in claim 2, it is characterised in that: position, two angles outrigger
(1) partial-length being arranged in building side bar (4) outside is equal, is respectively used to joint angle position outrigger in big angle connector (6)
(1), shaped steel encorbelment big angle outrigger (2) interface tube between angle be 42~48 °.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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CN201620540914.1U CN205663176U (en) | 2016-06-06 | 2016-06-06 | Shaped steel for building that runs through outer wall scaffold frame of encorbelmenting |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
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CN201620540914.1U CN205663176U (en) | 2016-06-06 | 2016-06-06 | Shaped steel for building that runs through outer wall scaffold frame of encorbelmenting |
Publications (1)
Publication Number | Publication Date |
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CN205663176U true CN205663176U (en) | 2016-10-26 |
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Family Applications (1)
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CN201620540914.1U Active CN205663176U (en) | 2016-06-06 | 2016-06-06 | Shaped steel for building that runs through outer wall scaffold frame of encorbelmenting |
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Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN109629810A (en) * | 2018-12-29 | 2019-04-16 | 杭州江润科技有限公司 | Closed builder's jack system and construction method |
-
2016
- 2016-06-06 CN CN201620540914.1U patent/CN205663176U/en active Active
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN109629810A (en) * | 2018-12-29 | 2019-04-16 | 杭州江润科技有限公司 | Closed builder's jack system and construction method |
CN109629810B (en) * | 2018-12-29 | 2021-02-09 | 浙江恒鸿建设有限公司 | Closed type overhanging scaffold and construction method |
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