CN106368426B - A kind of auxiliary shoring system of super high-rise building climbing equipment - Google Patents
A kind of auxiliary shoring system of super high-rise building climbing equipment Download PDFInfo
- Publication number
- CN106368426B CN106368426B CN201610890917.2A CN201610890917A CN106368426B CN 106368426 B CN106368426 B CN 106368426B CN 201610890917 A CN201610890917 A CN 201610890917A CN 106368426 B CN106368426 B CN 106368426B
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- China
- Prior art keywords
- temporary structure
- structure beam
- column
- steel
- rise building
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Classifications
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- 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
- E04G3/00—Scaffolds essentially supported by building constructions, e.g. adjustable in height
- E04G3/28—Mobile scaffolds; Scaffolds with mobile platforms
-
- 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
- E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
- E04G11/06—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for walls, e.g. curved end panels for wall shutterings; filler elements for wall shutterings; shutterings for vertical ducts
- E04G11/20—Movable forms; Movable forms for moulding cylindrical, conical or hyperbolical structures; Templates serving as forms for positioning blocks or the like
- E04G11/28—Climbing forms, i.e. forms which are not in contact with the poured concrete during lifting from layer to layer and which are anchored in the hardened concrete
-
- 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
- E04G5/00—Component parts or accessories for scaffolds
- E04G5/04—Means for fastening, supporting, or bracing scaffolds on or against building constructions
-
- 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
- E04G3/00—Scaffolds essentially supported by building constructions, e.g. adjustable in height
- E04G3/28—Mobile scaffolds; Scaffolds with mobile platforms
- E04G2003/286—Mobile scaffolds; Scaffolds with mobile platforms mobile vertically
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Working Measures On Existing Buildindgs (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The invention discloses a kind of auxiliary shoring systems of super high-rise building climbing equipment, set on shear wall absent region, including and each floor is corresponding and both ends are erected on respectively on two heel post of shear wall absent region temporary structure beam, on the temporary structure beam and upper end and the corresponding lattice column of support bracket, be embedded in the temporary structure beam and steel corresponding with the column that climbs is pedaled.The column that climbs is supported by the way that temporary structure beam corresponding with each floor is arranged, the setting lattice column corresponding with support bracket on temporary structure beam, effectively bear the load of support bracket, steel corresponding with the column that climbs is buried in temporary structure beam to pedal, when temporary structure beam is not up to specified intensity, play the role of dispersion to climb the load of column, supporting & stablizing of the present invention, later period dismounting amount is small, material after dismounting is reusable, engineering cost is low, ensure that being normally carried out for whole work of climbing.
Description
Technical field
The present invention relates to super high-rise building temporary support fields, and in particular to a kind of auxiliary of super high-rise building climbing equipment
Support system.
Background technique
Currently, the continuous renewal of construction techniques, new material largely makes with the rapid development of modern architecture industry
With more and more executive information systems are just many to rise sheer from level ground.And in the construction of super high-rise building, it is whole to be promoted
Steel platform construction technology is just more and more being applied in core wall structure construction, its working principle is that climbing by top
Column carries out whole work of climbing, and the lotus of the entire steel platform of structural shear wall inner support is then put in by the support bracket of lower part
It carries.But the diversity using function of super high-rise building, upper layer are generally used as luxurious hotel, the pattern of structure has one
Fixed variation --- structural andlysis missing.Resulting problem be exactly shear wall deleted areas it is original climb column and under
Portion's bracket does not support reliably, and the column position that climbs differs larger with the position absolute altitude of lower support bracket, influences
Whole work of climbing is normally carried out.
Summary of the invention
The present invention provides a kind of auxiliary shoring systems of super high-rise building climbing equipment, to solve to exist in the prior art
Shear wall deleted areas original climb column and lower part bracket does not have the problem of secure support.
In order to solve the above-mentioned technical problem, the technical scheme is that a kind of auxiliary of super high-rise building climbing equipment
Support system is set to shear wall absent region, including corresponding and both ends are erected on the shear wall missing respectively with each floor
Temporary structure beam on two heel post of region, be set on the temporary structure beam and upper end lattice column corresponding with bracket is supported,
It is embedded in the temporary structure beam and steel corresponding with the column that climbs is pedaled.
Further, the lower end of the lattice column is fixed on the temporary structure beam by built-in fitting, and upper end is equipped with water
Flat support plate.
Further, the built-in fitting include the dowel being embedded in the temporary structure beam and be set to the dowel top
Connecting plate.
Further, the lattice column includes angle steel and batten plate, and the angle steel and the connecting plate of the lattice column lower end weld
Connect fixation.
Further, the steel is pedaled including upper and lower two pieces of iron plates and the I-steel between two pieces of iron plates, described
The iron plate of I-steel and lower section is embedded in the temporary structure beam, and the iron plate of top and the upper surface of the temporary structure beam are neat
It is flat.
Further, there are two the I-steel is set, the upper and lower ends of each I-steel and iron plate welding are solid
It is fixed.
It further, further include the framed bent system being set between the temporary structure beam of two neighboring floor, the framed bent body
System includes several framed bents disposed in parallel.
Further, framed bent density of the framed bent system at the column that climbs is greater than far from the column that climbs
The framed bent density at place.
Further, each framed bent includes steel pipe and the jacking above the steel pipe.
Further, the temporary structure beam is formed using concreting.
The auxiliary shoring system of super high-rise building climbing equipment provided by the invention is set to shear wall absent region, including
Corresponding and both ends are erected on temporary structure beam on two heel post of shear wall absent region respectively, are set to institute with each floor
State on temporary structure beam and upper end and the corresponding lattice column of support bracket, be embedded in the temporary structure beam and with the column that climbs
Corresponding steel is pedaled.The column that climbs is supported by the way that temporary structure beam corresponding with each floor is arranged, in temporary structure beam
Upper setting lattice column corresponding with bracket is supported, effectively bears the load of support bracket, buries and climb in temporary structure beam
It rises the corresponding steel of column to pedal, when temporary structure beam is not up to specified intensity, plays the role of dispersion and climb the load of column, this
Invention supporting & stablizing, later period dismounting amount is small, and the material after dismounting is reusable, and engineering cost is low, ensure that whole work of climbing
That makees is normally carried out.
Detailed description of the invention
Fig. 1 is the structural schematic diagram of the auxiliary shoring system of super high-rise building climbing equipment of the present invention；
Fig. 2 is the support schematic diagram of framed bent system of the present invention；
Fig. 3 is the support concept figure of the auxiliary shoring system of super high-rise building climbing equipment of the present invention；
Fig. 4 is the connection schematic diagram of lattice column and built-in fitting of the present invention；
Fig. 5 is the structural schematic diagram that steel of the present invention is pedaled.
It is as shown in the figure: 1, column；2, temporary structure beam；3, lattice column；31, angle steel；32, batten plate；4, steel is pedaled；41, iron plate；
42, I-steel；5, built-in fitting；51, dowel；52, connecting plate；6, horizontal supporting plate；7, framed bent；71, steel pipe；72, jacking；8, it climbs
Rise column；9, bracket is supported.
Specific embodiment
The present invention is described in detail with reference to the accompanying drawing:
As shown in Figure 1-3, being set to shearing the present invention provides a kind of auxiliary shoring system of super high-rise building climbing equipment
Wall absent region is erected on two heel post 1 of shear wall absent region respectively including the corresponding and both ends with each floor
Temporary structure beam 2 on the temporary structure beam 2 and upper end and the corresponding lattice column 3 of support bracket 9, is embedded in described face
When structural beams 2 in and steel corresponding with the column 8 that climbs pedal 4.Preferably, the temporary structure beam is formed using concreting.
Specifically, each floor in shear wall absent region is respectively provided with the temporary structure beam 2, to climbing, column 8 is effectively supported,
Since the position for the column 8 that climbs differs larger with the position of support bracket 9, setting and branch on temporary structure beam 2
The corresponding lattice column 3 of bracket 9 is supportted, the height of lattice column 3 is designed according to the position of action point of support bracket 9, for bearing
The load of bracket 9 is supported, in addition, burying steel corresponding with the column 8 that climbs in temporary structure beam 2 pedals 4, when temporary structure beam 2
Not up to specified intensity when, play the role of dispersion and climb the load of column 8, further ensure stability of strutting system.
As shown in figure 4, the lower end of the lattice column 3 is fixed on the temporary structure beam 2 by built-in fitting 5, upper end is set
There is horizontal supporting plate 6, which can be iron plate, play raising forced area, preferably bear support 9 lotus of bracket
The effect of load.
Please continue to refer to Fig. 3-4, the built-in fitting 5 includes the dowel 51 being embedded in the temporary structure beam 2 and is set to
The connecting plate 52 on 51 top of dowel, the connecting plate 52 are iron plate, and built-in fitting 5 is fixed on temporary structure beam 2 by dowel 51
In, top passes through the fixed lattice column 3 of connecting plate 52.Preferably, the lattice column 3 includes angle steel 31 and batten plate 32, wherein angle steel
31 are primarily subjected to axial force, the main lateral force resisting of batten plate 32, wherein the angle steel 31 of 2 lower end of the lattice column and the connecting plate
52 are welded and fixed, specifically, angle steel 31 is fixed with connecting plate 52 by fillet welding.
As shown in figure 5, it includes upper and lower two pieces of iron plates 41 and the I-steel between two pieces of iron plates 41 that the steel, which pedals 4,
42, the iron plate 41 of the I-steel 42 and lower section is embedded in the temporary structure beam 2, the iron plate 41 of top and the interim knot
The upper surface of structure beam 2 flushes.Preferably, there are two the I-steel 42 is set, the upper and lower ends of each I-steel 42 and institute
It states iron plate 41 to be welded and fixed, specifically, fixing between I-steel 42 and iron plate 41 by fillet welding.
Please continue to refer to Fig. 2, which further includes between the temporary structure beam of two neighboring floor
Framed bent system, the framed bent system include several framed bents disposed in parallel 7.Preferably, the framed bent system is climbed close to described
Framed bent density at column 8 is greater than far from the framed bent density at the column 8 that climbs, for column 8 and the support bracket 9 of climbing
Load be successively transferred to lower section permanent structure.Preferably, each framed bent 7 including steel pipe 71 and is set to the steel pipe 71
The jacking 72 of top, the bottom end of steel pipe 72 are vertical on the temporary structure beam 2 of lower layer, and the bottom end of top and jacking 72 is fixed to be connected
It connects, the top of jacking 72 and the temporary structure beam 2 on upper layer are in close contact.
In conclusion the auxiliary shoring system of super high-rise building climbing equipment provided by the invention, is set to shear wall and lacks
Region is erected on the interim knot on two heel post 1 of shear wall absent region including the corresponding and both ends with each floor respectively
Structure beam 2 on the temporary structure beam 2 and upper end and the corresponding lattice column 3 of support bracket 9, is embedded in the temporary structure
In beam 2 and steel corresponding with the column 8 that climbs pedals 4.By the way that corresponding with each floor temporary structure beam 2 is arranged to the column 8 that climbs
It is supported, setting lattice column 3 corresponding with support bracket 9, effectively bears the load of support bracket 9 on temporary structure beam 2
Lotus buries steel corresponding with the column 8 that climbs in temporary structure beam 2 and pedals 4, when temporary structure beam 2 is not up to specified intensity, rises
It climbs the effect of the load of column 8 to dispersion, supporting & stablizing of the present invention, later period dismounting amount is small, the repeatable benefit of the material after dismounting
With engineering cost is low, ensure that being normally carried out for whole work of climbing.
Although embodiments of the present invention are illustrated in specification, these embodiments are intended only as prompting,
It should not limit protection scope of the present invention.It is equal that various omission, substitution, and alteration are carried out without departing from the spirit and scope of the present invention
It should be included within the scope of the present invention.
Claims (9)
1. a kind of auxiliary shoring system of super high-rise building climbing equipment is set to shear wall absent region, which is characterized in that including
With each floor corresponding and both ends be erected on respectively temporary structure beam (2) on two heel post of shear wall absent region (1),
On the temporary structure beam (2) and upper end and support bracket (9) corresponding lattice column (3), it is embedded in the temporary structure
In beam (2) and steel corresponding with the column that climbs (8) pedals (4), further includes between the temporary structure beam (2) of two neighboring floor
Framed bent system, the framed bent system includes several framed bents disposed in parallel (7).
2. the auxiliary shoring system of super high-rise building climbing equipment according to claim 1, which is characterized in that the lattice
The lower end of column (3) is fixed on the temporary structure beam (2) by built-in fitting (5), and upper end is equipped with horizontal supporting plate (6).
3. the auxiliary shoring system of super high-rise building climbing equipment according to claim 2, which is characterized in that described pre-buried
Part (5) includes the dowel (51) being embedded in the temporary structure beam (2) and the connecting plate for being set to the dowel (51) top
(52)。
4. the auxiliary shoring system of super high-rise building climbing equipment according to claim 3, which is characterized in that the lattice
Column (3) includes angle steel (31) and batten plate (32), and the angle steel (31) of lattice column (3) lower end and the connecting plate (52) welding are solid
It is fixed.
5. the auxiliary shoring system of super high-rise building climbing equipment according to claim 1, which is characterized in that the steel is pedaled
(4) I-steel (42) for including upper and lower two pieces of iron plates (41) and being set between two pieces of iron plates (41), the I-steel (42)
It is embedded in the temporary structure beam (2) with the iron plate (41) of lower section, the iron plate (41) of top and the temporary structure beam (2)
Upper surface flushes.
6. the auxiliary shoring system of super high-rise building climbing equipment according to claim 5, which is characterized in that the I-shaped
There are two steel (42) is set, the upper and lower ends of each I-steel (42) are welded and fixed with the iron plate (41).
7. the auxiliary shoring system of super high-rise building climbing equipment according to claim 1, which is characterized in that the framed bent
System is greater than close to the framed bent density climbed at column (8) far from the framed bent density climbed at column (8).
8. the auxiliary shoring system of super high-rise building climbing equipment according to claim 1, which is characterized in that each described
Framed bent (7) includes steel pipe (71) and the jacking (72) above the steel pipe (71).
9. the auxiliary shoring system of super high-rise building climbing equipment according to claim 1, which is characterized in that described interim
Structural beams (2) are formed using concreting.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610890917.2A CN106368426B (en) | 2016-10-12 | 2016-10-12 | A kind of auxiliary shoring system of super high-rise building climbing equipment |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610890917.2A CN106368426B (en) | 2016-10-12 | 2016-10-12 | A kind of auxiliary shoring system of super high-rise building climbing equipment |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN106368426A CN106368426A (en) | 2017-02-01 |
| CN106368426B true CN106368426B (en) | 2018-12-18 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610890917.2A Active CN106368426B (en) | 2016-10-12 | 2016-10-12 | A kind of auxiliary shoring system of super high-rise building climbing equipment |
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| Country | Link |
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| CN (1) | CN106368426B (en) |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112789486B (en) * | 2019-07-05 | 2024-03-08 | 林振宇 | Force and inclination monitoring system with self-locating identification |
| CN113216591B (en) * | 2021-05-13 | 2022-09-30 | 中建一局集团建设发展有限公司 | Climbing formwork climbing auxiliary steel structure and construction method thereof |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101967880A (en) * | 2010-10-29 | 2011-02-09 | 中建三局第三建设工程有限责任公司 | Standardized lattice column for low jack-up formwork system |
| CN102677889A (en) * | 2012-05-11 | 2012-09-19 | 上海建工集团股份有限公司 | System for alternatively supporting whole lifting steel platform formwork by steel column casing rack and construction method |
| CN103979433A (en) * | 2014-05-26 | 2014-08-13 | 上海市机械施工集团有限公司 | Method for climbing of tower crane in construction process |
| CN105672694A (en) * | 2016-04-06 | 2016-06-15 | 中国建筑第八工程局有限公司 | Lifting platform box girder support structure for super high-rise buildings and construction method thereof |
Family Cites Families (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR20110016660A (en) * | 2009-08-12 | 2011-02-18 | 상진건설(주) | Temporary frame for both frame and exterior finishing construction and frame and exterior finishing method using it |
-
2016
- 2016-10-12 CN CN201610890917.2A patent/CN106368426B/en active Active
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101967880A (en) * | 2010-10-29 | 2011-02-09 | 中建三局第三建设工程有限责任公司 | Standardized lattice column for low jack-up formwork system |
| CN102677889A (en) * | 2012-05-11 | 2012-09-19 | 上海建工集团股份有限公司 | System for alternatively supporting whole lifting steel platform formwork by steel column casing rack and construction method |
| CN103979433A (en) * | 2014-05-26 | 2014-08-13 | 上海市机械施工集团有限公司 | Method for climbing of tower crane in construction process |
| CN105672694A (en) * | 2016-04-06 | 2016-06-15 | 中国建筑第八工程局有限公司 | Lifting platform box girder support structure for super high-rise buildings and construction method thereof |
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| Publication number | Publication date |
|---|---|
| CN106368426A (en) | 2017-02-01 |
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