CN108316628A - It is protected outside skyscraper staggered floor balcony and operating platform sets up structure and method - Google Patents
It is protected outside skyscraper staggered floor balcony and operating platform sets up structure and method Download PDFInfo
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- CN108316628A CN108316628A CN201810222773.2A CN201810222773A CN108316628A CN 108316628 A CN108316628 A CN 108316628A CN 201810222773 A CN201810222773 A CN 201810222773A CN 108316628 A CN108316628 A CN 108316628A
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- China
- Prior art keywords
- staggered floor
- balcony
- floor balcony
- jacking
- special
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- 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.)
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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
- 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
-
- 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
- E04G5/007—Devices and methods for erecting scaffolds, e.g. automatic scaffold erectors
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 invention discloses protecting simultaneous operating platform to set up structure outside a kind of skyscraper staggered floor balcony, it includes three row's upright bars and at least one layer of three row of horizontal bars, and horizon bar is fixed with upright bar, and three row of horizontal bars of same layer are in same level；The upright bar includes supported rod erecting and scaffold upright rod；It is provided with jacking on supported rod erecting, fixed module template on jacking.Originally structures and methods are set up, reduction sets up two and applies work scaffold construction process, and repeatedly erection construction scaffold, guarantee safety do not improve construction efficiency, reduces construction scaffolding expense.
Description
Technical field
Structure and method are set up the present invention relates to simultaneous operating platform is protected outside a kind of skyscraper staggered floor balcony.
Background technology
Bases in High Building Construction sets up the construction scaffolding of external floor stand, builder's jack, is double construction scaffolding.It is built in house
Build alien invasion be staggered floor balcony when, at staggered floor balcony according to the width of balcony should use set up three row's construction scaffoldings, generally
It is first to set up balcony steel concrete shuttering supporting rack, form removal supports after intensity is reached after balcony reinforced concrete construction
Frame, then external three row's construction scaffoldings are set up, repetition removes, sets up supporting rack and construction scaffolding.
Invention content
It is an object of the invention to overcome the deficiencies of the prior art and provide a kind of three rows construction scaffolding set up structure and
Method avoids repeating remove, set up, and construction efficiency is high.
The purpose of the present invention is achieved through the following technical solutions：It is protected outside skyscraper staggered floor balcony and operation is flat
Platform sets up structure, it includes three row's upright bars and at least one layer of three row of horizontal bars, and horizon bar is fixed with upright bar, three drainings of same layer
Flat bar is in same level；
The upright bar includes supported rod erecting and scaffold upright rod；
It is provided with jacking on supported rod erecting, fixed module template on jacking.
It is preferred that the jacking includes cross part and groove part, cross part is fixed with groove part,
The top surface of groove part is in same level.
It is preferred that groove part is cylinder notching construction, cushion block is set in slot.
It is preferred that cushion block is wood block filler, the top surface of cushion block is in same level, and cushion block top surface is higher than concave part
Divide top surface or is in same level with groove part top surface.
It is preferred that cross part is made of a screw rod and a circle ring disk, and trepanning on circle ring disk, cross part
It is threadedly coupled with supported rod erecting.
It is preferred that the horizon bar is three layers, every layer of horizon bar structure is by horizontal rod and vertical equity
Bar arranged crosswise.
It is preferred that three levels bar is arranged between neighbouring balcony, every layer of horizon bar structure is by transverse horizontal
Bar and longitudinal horizontal rod arranged crosswise.
It is preferred that jacking is welded or is threadedly coupled with module template.
Simultaneous operating platform erection method is protected outside skyscraper staggered floor balcony：
It (1), should be with the mistake according to Bases in High Building Construction staggered floor balcony steel concrete shuttering supporting rack horizontal layout position
Three to apply work scaffold building horizontal layout status requirement consistent at layer balcony, determine the staggered floor balcony formwork-support with should
Position three applies the common plane position of work scaffold building；
(2) the supporting rack upright bar of staggered floor balcony steel concrete shuttering uses special jacking, is designed in one kind poles jacking upper part
One special module template；
(3) after the completion of staggered floor balcony reinforced concrete construction reaches strength of mould stripping, balcony steel concrete shuttering is removed
When, retain supporting rack upright bar and its special jacking, special module template；
(4) set up the exterior scaffold of three row's construction scaffoldings at the staggered floor balcony, and with retain at the staggered floor balcony
Two row's supporting rack upright bars, common combination are set up as three row's construction scaffoldings.
Simultaneous operating platform erection method is protected outside skyscraper staggered floor balcony：
S1, analysis Bases in High Building Construction staggered floor balcony steel concrete shuttering supporting rack upright bar horizontal layout position；Analysis
Three apply work scaffold building plane upright bar horizontal layout position at the staggered floor balcony；
S2, it is arranged by the consistent principle of upright bar horizontal layout status requirement is unified, determines the staggered floor balcony formwork-support
The unified common plane location arrangements of work scaffold building are applied with the position three；
S3, staggered floor balcony steel concrete shuttering supporting rack rod end use special jacking, are easy to lift adjustment, special
With one special module template about 200mm × 200mm of jacking upright bar upper design, and it is integral with special jacking shape；
S4, by unified determining staggered floor balcony steel concrete shuttering supporting rack upright bar position, set up shuttering supporting erection
Bar and its special jacking, special module template；
S5, staggered floor balcony steel concrete shuttering is installed, mutually spliced with special jacking module template；
S6, staggered floor balcony steel concrete shuttering supporting rack is reinforced, binding installation reinforcing bar pours into a mould concrete；
S7, after staggered floor balcony reinforced concrete construction reaches strength of mould stripping, remove balcony reinforcing bar
When concrete blinding, retain supporting rack upright bar and its special jacking, special module template；
S8, three row's construction scaffoldings at the staggered floor balcony are set up；
S9, when setting up exterior scaffold with two row's supporting rack upright bars for retaining at the staggered floor balcony, common combination set up for
Three row's construction scaffoldings；
When S10, Demolition Construction scaffold, while the two misarrangement layer balcony supporting rack upright bar retained at dismounting and its special top
Support, special module template.
The beneficial effects of the invention are as follows：Originally structures and methods are set up, reduction sets up two and applies work scaffold construction process, no
Erection construction scaffold is repeated, ensures safety, improves construction efficiency, reduces construction scaffolding expense.
Description of the drawings
Fig. 1 is that the outer construction scaffolding of staggered floor balcony and supporting rack share and set up schematic diagram；
Fig. 2 is supported rod erecting schematic diagram；
In figure, 1- module templates, the bottoms 2- template, 3- supported rod erectings, 4- staggered floor balcony concrete slabs, 5- scaffolds are vertical
Bar, 6- jackings.
Specific implementation mode
Technical scheme of the present invention is described in further detail below in conjunction with the accompanying drawings, but protection scope of the present invention is not limited to
It is as described below.
As shown in Figure 1, simultaneous operating platform is protected to set up structure outside skyscraper staggered floor balcony, it is including three row's upright bars and extremely
Few one layer of three row of horizontal bar, horizon bar are fixed with upright bar, and three row of horizontal bars of same layer are in same level；
The upright bar includes supported rod erecting 3 and scaffold upright rod 5；
It is provided with jacking 6 on supported rod erecting 3, fixed module template 1 on jacking 6.
As shown in Fig. 2, in a preferred embodiment, the jacking 6 includes cross part and groove part, hip cross
Divide and fixed with groove part, the top surface of groove part is in same level.
In a preferred embodiment, groove part is cylinder notching construction, and cushion block is arranged in slot.
In a preferred embodiment, cushion block is wood block filler, and the top surface of cushion block is in same level, and cushion block top surface is higher than
Groove part top surface is in same level with groove part top surface.
In a preferred embodiment, cross part is made of a screw rod and a circle ring disk, trepanning on circle ring disk, and ten
Character segment is threadedly coupled with supported rod erecting 3.
In a preferred embodiment, the horizon bar is three layers, and every layer of horizon bar structure is by horizontal rod and indulges
To horizon bar arranged crosswise.
In a preferred embodiment, three levels bar is set between neighbouring balcony, and every layer of horizon bar structure is by cross
To horizon bar and longitudinal horizontal rod arranged crosswise.
In a preferred embodiment, jacking 6 is welded or is threadedly coupled with module template 1.
Simultaneous operating platform erection method is protected outside skyscraper staggered floor balcony：
It (1), should be with the mistake according to Bases in High Building Construction staggered floor balcony steel concrete shuttering supporting rack horizontal layout position
Three to apply work scaffold building horizontal layout status requirement consistent at layer balcony, determine the staggered floor balcony formwork-support with should
Position three applies the common plane position of work scaffold building；
(2) the supporting rack upright bar of staggered floor balcony steel concrete shuttering uses special jacking 6, is set in 6 upper part of one kind poles jacking
Count a special module template 1；
(3) after the completion of staggered floor balcony reinforced concrete construction reaches strength of mould stripping, balcony steel concrete shuttering is removed
When, retain supporting rack upright bar and its special jacking 6, special module template 1；
(4) set up the exterior scaffold of three row's construction scaffoldings at the staggered floor balcony, and with retain at the staggered floor balcony
Two row's supporting rack upright bars, common combination are set up as three row's construction scaffoldings.
Simultaneous operating platform erection method is protected outside skyscraper staggered floor balcony：
S1, analysis Bases in High Building Construction staggered floor balcony steel concrete shuttering supporting rack upright bar horizontal layout position；Analysis
Three apply work scaffold building plane upright bar horizontal layout position at the staggered floor balcony；
S2, it is arranged by the consistent principle of upright bar horizontal layout status requirement is unified, determines the staggered floor balcony formwork-support
The unified common plane location arrangements of work scaffold building are applied with the position three；
S3, staggered floor balcony steel concrete shuttering supporting rack rod end use special jacking 6, are easy to lift adjustment,
6 upright bar upper design of special jacking, the one about 200mm × 200mm of special module template 1, and it is integral with 6 shape of special jacking；
S4, by unified determining 4 bottom template of staggered floor balcony concrete slab, 2 supporting rack upright bar position, set up shuttering supporting
Erect bar and its special jacking 6, special module template 1；
S5, staggered floor balcony steel concrete shuttering is installed, spliced with 6 module template of special jacking, 1 phase；
S6, staggered floor balcony steel concrete shuttering supporting rack is reinforced, binding installation reinforcing bar pours into a mould concrete；
S7, after staggered floor balcony reinforced concrete construction reaches strength of mould stripping, remove balcony steel concrete shuttering when, protect
Stay supporting rack upright bar and its special jacking 6, special module template 1；
S8, three row's construction scaffoldings at the staggered floor balcony are set up；
S9, when setting up exterior scaffold with two row's supporting rack upright bars for retaining at the staggered floor balcony, common combination set up for
Three row's construction scaffoldings；
When S10, Demolition Construction scaffold, while the two misarrangement layer balcony supporting rack upright bar retained at dismounting and its special top
Support 6, special module template 1.
Technical solution disclosed by the invention has the following technical effects：
1, working procedure is reduced, the two row's construction scaffoldings for setting up staggered floor balcony are not repeated, improves construction efficiency, reduction is applied
Work scaffold expense.
2, the upright bar of staggered floor balcony formwork-support uses a special jacking 6 and its special module template 1, is torn open in balcony template
Except when, can not remove supporting rack upright bar and its special jacking 6, special module template 1, keep the stabilization of supporting rack upright bar.
3, special one kind poles jacking 6 and its special module template 1, can reuse, and environmental protection is cost-effective.
The foregoing is merely illustrative of the preferred embodiments of the present invention, is not intended to limit the invention, it is noted that all
All any modification, equivalent and improvement made by within the spirit and principles in the present invention etc. should be included in the guarantor of the present invention
Within the scope of shield.
Claims (10)
1. being protected outside skyscraper staggered floor balcony and operating platform setting up structure, it is characterised in that：It is including three row's upright bars and extremely
Few one layer of three row of horizontal bar, horizon bar are fixed with upright bar, and three row of horizontal bars of same layer are in same level；
The upright bar includes supported rod erecting and scaffold upright rod；
It is provided with jacking on supported rod erecting, fixed module template on jacking.
2. being protected outside skyscraper staggered floor balcony according to claim 1 and operating platform setting up structure, it is characterised in that：
The jacking includes cross part and groove part, and cross part is fixed with groove part, and the top surface of groove part is in same
One horizontal plane.
3. being protected outside skyscraper staggered floor balcony according to claim 2 and operating platform setting up structure, it is characterised in that：
Groove part is cylinder notching construction, and cushion block is arranged in slot.
4. being protected outside skyscraper staggered floor balcony according to claim 3 and operating platform setting up structure, it is characterised in that：
Cushion block is wood block filler, and the top surface of cushion block is in same level, and cushion block top surface is higher than groove part top surface or and groove part
Top surface is in same level.
5. being protected outside skyscraper staggered floor balcony according to claim 2 and operating platform setting up structure, it is characterised in that：
Cross part is made of a screw rod and a circle ring disk, and trepanning on circle ring disk, cross part is threadedly coupled with supported rod erecting.
6. being protected outside skyscraper staggered floor balcony according to claim 1 and operating platform setting up structure, it is characterised in that：
The horizon bar is three layers, and every layer of horizon bar structure is by horizontal rod and longitudinal horizontal rod arranged crosswise.
7. being protected outside skyscraper staggered floor balcony according to claim 1 and operating platform setting up structure, it is characterised in that：
Three levels bar is set between neighbouring balcony, and every layer of horizon bar structure intersects cloth by horizontal rod and longitudinal horizontal rod
It sets.
8. being protected outside skyscraper staggered floor balcony according to claim 1 and operating platform setting up structure, it is characterised in that：
Jacking is welded or is threadedly coupled with module template.
9. protecting simultaneous operating platform erection method outside skyscraper staggered floor balcony, it is characterised in that：
It (1), should be with staggered floor sun according to Bases in High Building Construction staggered floor balcony steel concrete shuttering supporting rack horizontal layout position
Three to apply work scaffold building horizontal layout status requirement consistent at platform, determines the staggered floor balcony formwork-support and the position
Three apply the common plane position of work scaffold building；
(2) the supporting rack upright bar of staggered floor balcony steel concrete shuttering uses special jacking, special in one kind poles jacking upper part design one
Use module template；
(3) it after the completion of staggered floor balcony reinforced concrete construction reaches strength of mould stripping, when removing balcony steel concrete shuttering, protects
Stay supporting rack upright bar and its special jacking, special module template；
(4) set up the exterior scaffold of three row's construction scaffoldings at the staggered floor balcony, and with two rows that retain at the staggered floor balcony
Supporting rack upright bar, common combination are set up as three row's construction scaffoldings.
10. protecting simultaneous operating platform erection method outside skyscraper staggered floor balcony, it is characterised in that：
S1, analysis Bases in High Building Construction staggered floor balcony steel concrete shuttering supporting rack upright bar horizontal layout position；Analyze the mistake
Three apply work scaffold building plane upright bar horizontal layout position at layer balcony；
S2, it is arranged by the consistent principle of upright bar horizontal layout status requirement is unified, determines the staggered floor balcony formwork-support and be somebody's turn to do
Position three applies the unified common plane location arrangements of work scaffold building；
S3, staggered floor balcony steel concrete shuttering supporting rack rod end use special jacking, are easy to lift adjustment, on special top
One special module template about 200mm × 200mm of upright bar upper design is held in the palm, and integral with special jacking shape；
S4, by unified determining staggered floor balcony steel concrete shuttering supporting rack upright bar position, set up formwork-support upright bar and
Its special jacking, special module template；
S5, staggered floor balcony steel concrete shuttering is installed, mutually spliced with special jacking module template；
S6, staggered floor balcony steel concrete shuttering supporting rack is reinforced, binding installation reinforcing bar pours into a mould concrete；
S7, after staggered floor balcony reinforced concrete construction reaches strength of mould stripping, remove balcony reinforcing bar
When concrete blinding, retain supporting rack upright bar and its special jacking, special module template；
S8, three row's construction scaffoldings at the staggered floor balcony are set up；
S9, it sets up as three rows with two row's supporting rack upright bars for retaining at the staggered floor balcony, common combination when setting up exterior scaffold
Construction scaffolding；
When S10, Demolition Construction scaffold, at the same at dismounting retain two misarrangement layer balcony supporting rack upright bar and its special jacking,
Special module template.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810222773.2A CN108316628A (en) | 2018-03-19 | 2018-03-19 | It is protected outside skyscraper staggered floor balcony and operating platform sets up structure and method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810222773.2A CN108316628A (en) | 2018-03-19 | 2018-03-19 | It is protected outside skyscraper staggered floor balcony and operating platform sets up structure and method |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN108316628A true CN108316628A (en) | 2018-07-24 |
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ID=62899404
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810222773.2A Pending CN108316628A (en) | 2018-03-19 | 2018-03-19 | It is protected outside skyscraper staggered floor balcony and operating platform sets up structure and method |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN108316628A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110230397A (en) * | 2019-06-17 | 2019-09-13 | 陕西建工第三建设集团有限公司 | A kind of construction method of building space dislocation overhanging balcony |
-
2018
- 2018-03-19 CN CN201810222773.2A patent/CN108316628A/en active Pending
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110230397A (en) * | 2019-06-17 | 2019-09-13 | 陕西建工第三建设集团有限公司 | A kind of construction method of building space dislocation overhanging balcony |
| CN110230397B (en) * | 2019-06-17 | 2021-02-05 | 陕西建工第三建设集团有限公司 | Construction method of building space dislocation overhanging terrace |
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| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20180724 |