CN107489265A - A kind of construction method of overhanging scaffold - Google Patents
A kind of construction method of overhanging scaffold Download PDFInfo
- Publication number
- CN107489265A CN107489265A CN201610409634.1A CN201610409634A CN107489265A CN 107489265 A CN107489265 A CN 107489265A CN 201610409634 A CN201610409634 A CN 201610409634A CN 107489265 A CN107489265 A CN 107489265A
- Authority
- CN
- China
- Prior art keywords
- scaffold
- steel
- cantilever
- construction method
- steel girder
- 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
Links
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
- E04G3/00—Scaffolds essentially supported by building constructions, e.g. adjustable in height
- E04G3/18—Scaffolds essentially supported by building constructions, e.g. adjustable in height supported by cantilevers or other provisions mounted in openings in the building, e.g. window openings
-
- 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
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Movable Scaffolding (AREA)
Abstract
The invention discloses a kind of construction method of overhanging scaffold, comprise the following steps：A, unwrapping wire is positioned in building structure and the earth anchor that will encorbelment is nuzzled in beam slab in advance；B, beam slab concrete is poured into a mould；C, steel I-beam is arranged on the inside of structural outside layers cage bar, with earth anchor of encorbelmenting it is into T-shaped when full weld connect into cantilever steel girder；D, in cantilever steel girder both ends vertical welding rod；E, start in cantilever steel girder structure along building edge, progressively lay level bridge outward；F, the single-row of scaffold for being assembled ground with tower crane is hung on level bridge；G, pessimistic securit net is completely hung in the outside of scaffold.The scaffold building methodological science of the present invention is reasonable, and I-steel welding is encorbelmented to encorbelment compared to steel wire rope and has higher stability and security, and is mounted and dismounted conveniently, and economic benefit and social benefit are notable.
Description
Technical field
The present invention relates to technical field of buildings, and in particular to a kind of overhanging scaffold
Construction method.
Background technology
In modern architecture work progress, scaffold is a kind of essential auxiliary construction instrument, it may ensure that the safety of work high above the ground, meets the needs that operation, material are banked up and transported.Conventional scaffold building method is console mode scaffold and overhanging scaffold.Console mode scaffold is that disposable tower is set to top, and total height is usually no more than 30 meters, can not meet the needs of skyscraper, and steel pipe and fastener input amount are big, service life length；Overhanging scaffold uses steel wire rope discharging type scaffold mostly, although height of encorbelmenting up to more than 45 meters, exists and sets up the shortcomings such as stability is poor, safety coefficient is low.
The content of the invention
The technical problem to be solved in the present invention is in view of the shortcomings of the prior art, there is provided one
The construction method for the overhanging scaffold that kind is safer, more stable, cost is low.
The present invention adopts the following technical scheme that：
A kind of construction method of overhanging scaffold, comprises the following steps：
A, unwrapping wire is positioned in building structure and the earth anchor that will encorbelment is nuzzled in beam slab in advance；
B, beam slab concrete is poured into a mould, after concrete strength reaches 12Mpa, then carries out the installation of I-steel Cantilever Beams；
C, steel I-beam is arranged on the inside of structural outside layers cage bar, with earth anchor of encorbelmenting it is into T-shaped when full weld connect into cantilever steel girder；
Multiple slidable suspension ring are set on cantilever steel girder both ends vertical welding rod, rod d,；
E, start in cantilever steel girder structure along building edge, progressively lay level bridge outward；
F, the single-row of scaffold for being assembled ground with tower crane is hung on level bridge, and is connected with right-angle coupler and suspension ring；
G, pessimistic securit net is completely hung in the outside of scaffold.
The single-row of scaffold steel pipe is using long 5m, diameter 50mm, the mm of wall thickness 3.6 steel pipe.
In the junction of cantilever steel girder and rod reinforcement repair welding is carried out with triangular steel.
Compared with prior art, beneficial effects of the present invention are as follows：
The scaffold building methodological science of the present invention is reasonable, and I-steel welding is encorbelmented to encorbelment compared to steel wire rope and has higher stability and security, and is mounted and dismounted conveniently, and economic benefit and social benefit are notable.
Embodiment
The invention will be further described with reference to embodiments.
A kind of construction method of overhanging scaffold of the present invention, comprises the following steps：
A, unwrapping wire is positioned in building structure and the earth anchor that will encorbelment is nuzzled in beam slab in advance；
B, beam slab concrete is poured into a mould, after concrete strength reaches 12Mpa, then carries out the installation of I-steel Cantilever Beams；
C, steel I-beam is arranged on the inside of structural outside layers cage bar, with earth anchor of encorbelmenting it is into T-shaped when full weld connect into cantilever steel girder；
D, in the vertical spot welding rod in cantilever steel girder both ends, and reinforcement repair welding is carried out with triangular steel in the top and the bottom of junction, left and right portion, multiple slidable suspension ring is set on rod；
E, start in cantilever steel girder structure along building edge, progressively lay level bridge outward；
F, the single-row of scaffold for being assembled ground with tower crane is hung on level bridge, and is connected with right-angle coupler and suspension ring, and the single-row of scaffold steel pipe is using long 5m, diameter 50mm, the mm of wall thickness 3.6 steel pipe；
G, pessimistic securit net is completely hung in the outside of scaffold.
Claims (3)
1. a kind of construction method of overhanging scaffold, it is characterised in that comprise the following steps：
A, unwrapping wire is positioned in building structure and the earth anchor that will encorbelment is nuzzled in beam slab in advance；
B, beam slab concrete is poured into a mould, after concrete strength reaches 12Mpa, then carries out the installation of I-steel Cantilever Beams；
C, steel I-beam is arranged on the inside of structural outside layers cage bar, with earth anchor of encorbelmenting it is into T-shaped when full weld connect into cantilever steel girder；
Multiple slidable suspension ring are set on cantilever steel girder both ends vertical welding rod, rod d,；
E, start in cantilever steel girder structure along building edge, progressively lay level bridge outward；
F, the single-row of scaffold for being assembled ground with tower crane is hung on level bridge, and is connected with right-angle coupler and suspension ring；
G, pessimistic securit net is completely hung in the outside of scaffold.
A kind of 2. construction method of overhanging scaffold according to claim 1, it is characterised in that：The single-row of scaffold steel pipe is using long 5m, diameter 50mm, the mm of wall thickness 3.6 steel pipe.
A kind of 3. construction method of overhanging scaffold according to claim 1, it is characterised in that：In the junction of cantilever steel girder and rod reinforcement repair welding is carried out with triangular steel.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610409634.1A CN107489265A (en) | 2016-06-13 | 2016-06-13 | A kind of construction method of overhanging scaffold |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610409634.1A CN107489265A (en) | 2016-06-13 | 2016-06-13 | A kind of construction method of overhanging scaffold |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN107489265A true CN107489265A (en) | 2017-12-19 |
Family
ID=60641902
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610409634.1A Pending CN107489265A (en) | 2016-06-13 | 2016-06-13 | A kind of construction method of overhanging scaffold |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN107489265A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111962850A (en) * | 2020-06-05 | 2020-11-20 | 贵州建工集团第四建筑工程有限责任公司 | Construction method of overhanging scaffold |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102444203A (en) * | 2011-09-15 | 2012-05-09 | 浙江城建建设集团有限公司 | High-altitude large-span cantilever corridor type steel concrete structure and construction method |
| CN103993735A (en) * | 2014-06-06 | 2014-08-20 | 山东义泰建设工程有限公司 | Support system of roof inclined beam and slab cantilever structure and construction method of support system |
| CN203961258U (en) * | 2014-05-23 | 2014-11-26 | 中天建设集团有限公司天津分公司 | Builder's jack foot guard structure |
| CN205296798U (en) * | 2015-11-24 | 2016-06-08 | 中国建筑第八工程局有限公司 | Pre -buried fixing device of builder's jack shaped steel |
-
2016
- 2016-06-13 CN CN201610409634.1A patent/CN107489265A/en active Pending
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102444203A (en) * | 2011-09-15 | 2012-05-09 | 浙江城建建设集团有限公司 | High-altitude large-span cantilever corridor type steel concrete structure and construction method |
| CN203961258U (en) * | 2014-05-23 | 2014-11-26 | 中天建设集团有限公司天津分公司 | Builder's jack foot guard structure |
| CN103993735A (en) * | 2014-06-06 | 2014-08-20 | 山东义泰建设工程有限公司 | Support system of roof inclined beam and slab cantilever structure and construction method of support system |
| CN205296798U (en) * | 2015-11-24 | 2016-06-08 | 中国建筑第八工程局有限公司 | Pre -buried fixing device of builder's jack shaped steel |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111962850A (en) * | 2020-06-05 | 2020-11-20 | 贵州建工集团第四建筑工程有限责任公司 | Construction method of overhanging scaffold |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN102444203B (en) | High-altitude long-span overhanging corridor type reinforced concrete structure and construction method | |
| CN104453197B (en) | High Large Cantilever concrete structural steel shape supports platform | |
| CN103452311B (en) | A kind of erection method of shaped steel suspended structural support frame | |
| CN103924505B (en) | Use prefabricated steel-concrete combination T beam and the construction method of Wavelike steel webplate | |
| CN202227476U (en) | High-altitude large-span overhung corridor-type reinforced concrete structure | |
| CN203188121U (en) | Cast-in-place bridge floor suspending mold of half-through or through arch bridge | |
| CN104088467B (en) | A kind of large Steel Cantilever truss structure high-altitude construction Deformation monitoring method | |
| CN211447708U (en) | Super high-rise building construction elevator feeding platform support system that encorbelments | |
| CN102535845A (en) | Construction method of bearing frame of corridor structure | |
| CN101100902A (en) | Diagonal steel truss high-formwork structural system and construction method thereof | |
| CN103526929A (en) | Super high-rise steel pipe column interior concrete pouring construction method | |
| CN104060542B (en) | Compound beam cable stayed bridge direction across bridge prestress application device and applying method thereof | |
| CN103882813A (en) | Corbel bracket platform for bridge pier and transverse straining beam synchronous construction and construction method of corbel bracket platform | |
| CN110552502A (en) | Construction method of C-shaped stock yard intermediate retaining wall overhanging platform | |
| CN103147582A (en) | Overhead cantilever formwork construction method | |
| CN203947421U (en) | Compound beam cable stayed bridge direction across bridge prestress application device | |
| CN201420385Y (en) | Overhanging type unloading platform for building construction | |
| CN108978479B (en) | A kind of self-balancing rack system and its construction method | |
| CN204282803U (en) | To encorbelment formwork structure for mounting platform | |
| CN207998793U (en) | A kind of multifunctional box shaped steel bracket structure | |
| CN103993739B (en) | The construction method of granulation tower spraying layer stiff beam | |
| CN104499706B (en) | Hoistway formwork platform and construction method thereof | |
| CN212336672U (en) | I-steel overhanging bearing frame of basket pull rod for constructional engineering | |
| CN107489265A (en) | A kind of construction method of overhanging scaffold | |
| CN208844411U (en) | A steel-concrete composite web structure at the beam end of a box girder |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| WD01 | Invention patent application deemed withdrawn after publication | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20171219 |