CN107816204A - The outer protective frame of skyscraper staggered floor balcony also serves as operating platform erection method - Google Patents
The outer protective frame of skyscraper staggered floor balcony also serves as operating platform erection method Download PDFInfo
- Publication number
- CN107816204A CN107816204A CN201710876873.2A CN201710876873A CN107816204A CN 107816204 A CN107816204 A CN 107816204A CN 201710876873 A CN201710876873 A CN 201710876873A CN 107816204 A CN107816204 A CN 107816204A
- Authority
- CN
- China
- Prior art keywords
- vertical rod
- row
- balcony
- skyscraper
- protective frame
- 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.)
- Pending
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Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G1/00—Scaffolds primarily resting on the ground
- E04G1/02—Scaffolds primarily resting on the ground composed essentially of members elongated in one dimension only, e.g. poles, lattice masts, with or without end portions of special form, connected together by any means
- E04G1/04—Scaffolds primarily resting on the ground composed essentially of members elongated in one dimension only, e.g. poles, lattice masts, with or without end portions of special form, connected together by any means the members being exclusively poles, rods, beams, or other members of similar form and simple cross-section
- E04G1/06—Scaffolds primarily resting on the ground composed essentially of members elongated in one dimension only, e.g. poles, lattice masts, with or without end portions of special form, connected together by any means the members being exclusively poles, rods, beams, or other members of similar form and simple cross-section comprising members with rod-like or tubular portions fitting together end to end, with or without separate connecting pieces
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G1/00—Scaffolds primarily resting on the ground
- E04G1/15—Scaffolds primarily resting on the ground essentially comprising special means for supporting or forming platforms; Platforms
- E04G1/152—Platforms made of metal or with metal-supporting frame
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G13/00—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills
- E04G13/06—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills for stairs, steps, cornices, balconies, or other parts corbelled out of the wall
- E04G13/066—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills for stairs, steps, cornices, balconies, or other parts corbelled out of the wall for overhangs
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The present invention relates to protective frame outside a kind of skyscraper staggered floor balcony to also serve as operating platform erection method, the described method comprises the following steps：Two row's preformed holes are set on the floorboard of balcony；The corresponding preformed hole is passed through to be connected with lower floor scaffold interior the row's vertical rod and intermediate row vertical rod of three exclusive scaffolds；Wedging is carried out using timber wedge between interior row's vertical rod and the intermediate row vertical rod and the preformed hole；Bar of sweeping the floor, horizon bar and outer row's vertical rod are set up according to a conventional method；Construct and removed the three exclusive scaffold, waterproof closure is carried out to the preformed hole.Because protective frame also serves as operating platform erection method outside skyscraper staggered floor balcony provided by the invention, set up at staggered floor balcony using three framed bents, can effectively ensure that security protection, while take into account external wall construction.Using setting preformed hole on the floorboard of balcony, the vertical rod of three exclusive scaffolds is connected through preformed hole with lower floor scaffold, optimizes the setting of wall-connecting piece.
Description
Technical field
The present invention relates to technical field of building construction, more particularly to a kind of outer protective frame of skyscraper staggered floor balcony are simultaneous
Do operation Platforms Construct Method of Super.
Background technology
As the progress of society, skyscraper are more and more.
At present, protecting outside skyscraper and either use floor stand, builder's jack or climbing frame, it is in the main body construction stage, and one
As be the protection of double outrigger.But when facade is staggered floor balcony, on staggered floor balcony facade（Particularly outside staggered floor balcony
Choose length it is also bigger when）, only can guarantee that balcony floor is guaranteed safely using double outrigger, the floor edge of no balcony
Gap is excessive, and for operator when facing side operation, safety can not ensure do not possess scope of operation security protection condition in place at all.
Operated in the facade of two layers of floor height, either agent structure, or secondary structure, decorations, difficulty of construction,
Input for safety can all increase much.
Therefore, the outer protective frame of skyscraper staggered floor balcony in the prior art be present can not ensure no balcony using double outrigger
The technological deficiency of the construction safety of floor.
The content of the invention
The embodiment of the present invention provides a kind of outer protective frame of skyscraper staggered floor balcony and also serves as operating platform erection method, to
The construction peace that the outer protective frame of skyscraper staggered floor balcony can not ensure no balcony floor using double outrigger in the prior art be present
Full technological deficiency.
On the one hand, operating platform is also served as the embodiments of the invention provide protective frame outside a kind of skyscraper staggered floor balcony to set up
Method, it the described method comprises the following steps：
（1）Two row's preformed holes are set on the floorboard of balcony；
（2）Interior the row's vertical rod and intermediate row vertical rod of three exclusive scaffolds are connected through the preformed hole with lower floor scaffold；
（3）Wedging is carried out using timber wedge between interior row's vertical rod and the intermediate row vertical rod and the preformed hole；
（4）Bar of sweeping the floor, horizon bar and outer row's vertical rod are set up according to a conventional method；
（5）Construct and removed the three exclusive scaffold, waterproof closure is carried out to the preformed hole.
Optionally, the preformed hole is specially Φ 100mm preformed holes.
Optionally, exterior wall 200mm of the interior row's vertical rod apart from the skyscraper.
Optionally, outer row's vertical rod is apart from the balcony outer edge 600mm.
Optionally, interior row's vertical rod, the intermediate row vertical rod, outer row's vertical rod, bar and the level of sweeping the floor
Bar uses the steel pipes of Φ 48 × 3.5.
Optionally, the step pitch of described three exclusive scaffolds is 1.75m, wherein, a height of 2.0m of first step frame.
Optionally, the horizontal spacing of interior row's vertical rod, the intermediate row vertical rod and outer row's vertical rod is specially 0.8-
1.0m；Spacing between interior row's vertical rod and the intermediate row vertical rod between the intermediate row vertical rod and outer row's vertical rod
No more than 1.5m；The bar of sweeping the floor is 200mm away from ground.
Optionally, it is described to be specially to preformed hole progress waterproof closure：
Closely knit using the pouring of C35 microdilatancies pea gravel concreten, maintenance is no less than 7 days.
One or more of technical methods provided in an embodiment of the present invention, at least have the following technical effect that and advantage：
Because protective frame also serves as operating platform erection method outside a kind of skyscraper staggered floor balcony provided in an embodiment of the present invention,
Set up at staggered floor balcony using three framed bents, can effectively ensure that security protection, while take into account external wall construction.
Further, due to outside skyscraper staggered floor balcony provided in an embodiment of the present invention protective frame also serve as operating platform and take
Equipment, method, using two row's preformed holes are set on the floorboard of balcony, interior row's vertical rod and intermediate row by three exclusive scaffolds are stood
Bar passes through the corresponding preformed hole to be connected with lower floor scaffold, optimizes the setting of wall-connecting piece, makes scaffold resistance to overturning
More there is safety assurance.
Further, because to also serve as operation flat for protective frame outside a kind of skyscraper staggered floor balcony provided in an embodiment of the present invention
Platform erection method, after the three exclusive scaffold is removed, preformed hole hangs hole and concrete grouting processing is simple, and quality is easily protected
Card.
Brief description of the drawings
Fig. 1 is that a kind of outer protective frame of skyscraper staggered floor balcony provided in an embodiment of the present invention also serves as the operating platform side of setting up
The method flow diagram of method；
Fig. 2 also serves as operating platform for the outer protective frame of middle-high building staggered floor of embodiment of the present invention balcony and sets up schematic diagram；
Fig. 3 also serves as operating platform for the outer protective frame of middle-high building staggered floor of embodiment of the present invention balcony and sets up diagrammatic cross-section.
Embodiment
The embodiment of the present invention provides a kind of outer protective frame of skyscraper staggered floor balcony and also serves as operating platform erection method, to
The construction peace that the outer protective frame of skyscraper staggered floor balcony can not ensure no balcony floor using double outrigger in the prior art be present
Full technological deficiency.
To make the object, technical solutions and advantages of the present invention clearer, below in conjunction with attached in the embodiment of the present invention
Figure, the technical scheme in the embodiment of the present invention is clearly and completely described, it is clear that described embodiment is the present invention
Part of the embodiment, rather than whole embodiments.Based on the embodiment in the present invention, those of ordinary skill in the art are not having
The every other embodiment obtained under the premise of creative work is made, belongs to the scope of protection of the invention.
The embodiments of the invention provide protective frame outside a kind of skyscraper staggered floor balcony to also serve as operating platform erection method, please
With reference to figure 1, the described method comprises the following steps：
Step S1：Two row's preformed holes are set on the floorboard of balcony.
Step S2：Interior the row's vertical rod and intermediate row vertical rod of three exclusive scaffolds are passed through into the corresponding preformed hole and lower floor
Scaffold connects.
Step S3：Wedge is carried out using timber wedge between interior row's vertical rod and the intermediate row vertical rod and the preformed hole
Tightly.
Step S4：Bar of sweeping the floor, horizon bar and outer row's vertical rod are set up according to a conventional method.
Step S5：Construct and removed the three exclusive scaffold, waterproof closure is carried out to the preformed hole.
In specific implementation process, as shown in Figures 2 and 3, the preformed hole 30 on the floorboard of balcony 10 is specially Φ
100mm preformed holes, use during construction and be configured in the form of Φ 100PVC pipes are pre-buried.
In specific implementation process, exterior wall 200mm of the interior row's vertical rod 40 apart from the skyscraper.If the high level
The window 20 that floats is provided with the exterior wall of building, then interior row's vertical rod 40 is floatd the outer 200mm of window 20 with regard to distance.
Further, in specific implementation process, balcony 10 outer edge of the outer row's vertical rod 60 apart from the skyscraper
600mm。
In specific implementation process, interior row's vertical rod 40, intermediate row vertical rod 50, outer row's vertical rod 60, sweep the floor bar 70 and level
Bar 80 uses Φ 48*3.5 steel pipes.
In specific implementation process, the step pitch of the three exclusive scaffold is 1.75m, wherein, first step frame is a height of
2.0m。
In specific implementation process, the horizontal spacing of interior row's vertical rod 40, intermediate row vertical rod 50 and outer row's vertical rod 60 is specific
For 0.8-1.0m；Spacing between interior row's vertical rod 40 and intermediate row vertical rod 50 between intermediate row vertical rod 50 and outer row's vertical rod 60 is not
More than 1.5m；Bar 70 of sweeping the floor away from ground is 200mm.
In specific implementation process, between interior row's vertical rod 40 on upper strata and interior row's vertical rod 40 of lower floor, the centre on upper strata
Adopted between row's vertical rod 50 and the intermediate row vertical rod 50 of lower floor and between outer row's vertical rod 60 on upper strata and outer row's vertical rod 60 of lower floor
Connected with direct fastener, between horizon bar 80 and interior row's vertical rod 40, intermediate row vertical rod 50 and outer row's vertical rod 60 and bar 70 of sweeping the floor
It is connected between interior row's vertical rod 40, intermediate row vertical rod 50 and outer row's vertical rod 60 using right-angle coupler.
In specific implementation process, when constructed remove the three exclusive scaffold after, to the preformed hole on balcony 10
30 progress waterproof closure specific methods be：Closely knit using the pouring of C35 microdilatancies pea gravel concreten, maintenance is no less than 7 days.Maintenance
Closed-water test is done to the position of preformed hole 30 after end, it is just qualified to close water 24h ne-leakages.
One or more of technical methods provided in an embodiment of the present invention, at least have the following technical effect that and advantage：
Because protective frame also serves as operating platform erection method outside a kind of skyscraper staggered floor balcony provided in an embodiment of the present invention,
Set up at staggered floor balcony using three framed bents, can effectively ensure that security protection, while take into account external wall construction.
Further, due to outside skyscraper staggered floor balcony provided in an embodiment of the present invention protective frame also serve as operating platform and take
Equipment, method, using two row's preformed holes are set on the floorboard of balcony, interior row's vertical rod and intermediate row by three exclusive scaffolds are stood
Bar passes through the corresponding preformed hole to be connected with lower floor scaffold, optimizes the setting of wall-connecting piece, makes scaffold resistance to overturning
More there is safety assurance.
Further, because to also serve as operation flat for protective frame outside a kind of skyscraper staggered floor balcony provided in an embodiment of the present invention
Platform erection method, after the three exclusive scaffold is removed, preformed hole hangs hole and concrete grouting processing is simple, and quality is easily protected
Card.
Obviously, those skilled in the art can carry out the essence of various changes and modification without departing from the present invention to the present invention
God and scope.So, if these modifications and variations of the present invention belong to the scope of the claims in the present invention and its equivalent technologies
Within, then the present invention is also intended to comprising including these changes and modification.
Claims (8)
1. a kind of outer protective frame of skyscraper staggered floor balcony also serves as operating platform erection method, it is characterised in that methods described bag
Include following steps：
（1）Two row's preformed holes are set on the floorboard of balcony；
（2）Interior the row's vertical rod and intermediate row vertical rod of three exclusive scaffolds are passed through into the corresponding preformed hole and scaffold company of lower floor
Connect；
（3）Wedging is carried out using timber wedge between interior row's vertical rod and the intermediate row vertical rod and the preformed hole；
（4）Bar of sweeping the floor, horizon bar and outer row's vertical rod are set up according to a conventional method；
（5）Construct and removed the three exclusive scaffold, waterproof closure is carried out to the preformed hole.
2. the outer protective frame of skyscraper staggered floor balcony as claimed in claim 1 also serves as operating platform erection method, its feature exists
In the preformed hole is specially Φ 100mm preformed holes.
3. the outer protective frame of skyscraper staggered floor balcony as claimed in claim 1 also serves as operating platform erection method, its feature exists
In exterior wall 200mm of the interior row's vertical rod apart from the skyscraper.
4. the outer protective frame of skyscraper staggered floor balcony as claimed in claim 3 also serves as operating platform erection method, its feature exists
In outer row's vertical rod is apart from the balcony outer edge 600mm.
5. the outer protective frame of skyscraper staggered floor balcony as claimed in claim 1 also serves as operating platform erection method, its feature exists
In, interior row's vertical rod, the intermediate row vertical rod, outer row's vertical rod, described sweep the floor bar and the horizon bar uses Φ 48*
3.5 steel pipe.
6. the outer protective frame of skyscraper staggered floor balcony as claimed in claim 1 also serves as operating platform erection method, its feature exists
In, the step pitch of the three exclusive scaffold is 1.75m, wherein, a height of 2.0m of first step frame.
7. the outer protective frame of skyscraper staggered floor balcony as claimed in claim 1 also serves as operating platform erection method, its feature exists
In the horizontal spacing of interior row's vertical rod, the intermediate row vertical rod and outer row's vertical rod is specially 0.8-1.0m；The interior row
Spacing between vertical rod and the intermediate row vertical rod between the intermediate row vertical rod and outer row's vertical rod is not more than 1.5m；Institute
It is 200mm that bar of sweeping the floor, which is stated, away from ground.
8. the outer protective frame of skyscraper staggered floor balcony as claimed in claim 1 also serves as operating platform erection method, its feature exists
In described to be specially to preformed hole progress waterproof closure：
Closely knit using the pouring of C35 microdilatancies pea gravel concreten, maintenance is no less than 7 days.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710876873.2A CN107816204A (en) | 2017-09-25 | 2017-09-25 | The outer protective frame of skyscraper staggered floor balcony also serves as operating platform erection method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710876873.2A CN107816204A (en) | 2017-09-25 | 2017-09-25 | The outer protective frame of skyscraper staggered floor balcony also serves as operating platform erection method |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN107816204A true CN107816204A (en) | 2018-03-20 |
Family
ID=61607143
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710876873.2A Pending CN107816204A (en) | 2017-09-25 | 2017-09-25 | The outer protective frame of skyscraper staggered floor balcony also serves as operating platform erection method |
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| Country | Link |
|---|---|
| CN (1) | CN107816204A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111395725A (en) * | 2020-04-22 | 2020-07-10 | 中建八局第二建设有限公司 | Construction method of scaffold with irregular convex-concave facade structure |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2876236Y (en) * | 2006-03-12 | 2007-03-07 | 范增林 | Suspension arm lifting scaffold |
| CH702922B1 (en) * | 2008-02-27 | 2011-10-14 | Rudolf Wiederkehr | Closure component for balcony or facade of building, has dewatering channel element running parallel to hand rail, which is attached at closure component, and fastening elements connected with dewatering channel elements by junction plate |
| CN203856182U (en) * | 2014-05-15 | 2014-10-01 | 中航天建设工程有限公司 | Novel cantilever scaffold structure |
| CN204343647U (en) * | 2014-11-24 | 2015-05-20 | 中国十七冶集团有限公司 | A kind of the shaped steel suspension scaffolding bracing frame |
| CN205558237U (en) * | 2016-05-03 | 2016-09-07 | 中建八局第一建设有限公司 | Encorbelment board position and encorbelment scaffold frame and exempt from back a structure |
-
2017
- 2017-09-25 CN CN201710876873.2A patent/CN107816204A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2876236Y (en) * | 2006-03-12 | 2007-03-07 | 范增林 | Suspension arm lifting scaffold |
| CH702922B1 (en) * | 2008-02-27 | 2011-10-14 | Rudolf Wiederkehr | Closure component for balcony or facade of building, has dewatering channel element running parallel to hand rail, which is attached at closure component, and fastening elements connected with dewatering channel elements by junction plate |
| CN203856182U (en) * | 2014-05-15 | 2014-10-01 | 中航天建设工程有限公司 | Novel cantilever scaffold structure |
| CN204343647U (en) * | 2014-11-24 | 2015-05-20 | 中国十七冶集团有限公司 | A kind of the shaped steel suspension scaffolding bracing frame |
| CN205558237U (en) * | 2016-05-03 | 2016-09-07 | 中建八局第一建设有限公司 | Encorbelment board position and encorbelment scaffold frame and exempt from back a structure |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111395725A (en) * | 2020-04-22 | 2020-07-10 | 中建八局第二建设有限公司 | Construction method of scaffold with irregular convex-concave facade structure |
| CN111395725B (en) * | 2020-04-22 | 2021-07-09 | 中建八局第二建设有限公司 | Construction method of scaffold with irregular convex-concave facade structure |
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| PB01 | Publication | ||
| PB01 | Publication | ||
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Application publication date: 20180320 |