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 PDF

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Publication number
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
Authority
CN
China
Prior art keywords
staggered floor
balcony
floor balcony
jacking
special
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
Application number
CN201810222773.2A
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Chinese (zh)
Inventor
唐英俊
陈昌俊
李蓉
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
China MCC5 Group Corp Ltd
Original Assignee
China MCC5 Group Corp Ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by China MCC5 Group Corp Ltd filed Critical China MCC5 Group Corp Ltd
Priority to CN201810222773.2A priority Critical patent/CN108316628A/en
Publication of CN108316628A publication Critical patent/CN108316628A/en
Pending legal-status Critical Current

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Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G1/00Scaffolds primarily resting on the ground
    • E04G1/02Scaffolds 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
    • E04G1/04Scaffolds 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
    • E04G1/06Scaffolds 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
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G13/00Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills
    • E04G13/06Falsework, 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
    • E04G13/066Falsework, 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
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G5/00Component parts or accessories for scaffolds
    • E04G5/007Devices and methods for erecting scaffolds, e.g. automatic scaffold erectors

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

It is protected outside skyscraper staggered floor balcony and operating platform sets up structure and method
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.
CN201810222773.2A 2018-03-19 2018-03-19 It is protected outside skyscraper staggered floor balcony and operating platform sets up structure and method Pending CN108316628A (en)

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

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Publication Number Publication Date
CN108316628A true CN108316628A (en) 2018-07-24

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Cited By (1)

* Cited by examiner, † Cited by third party
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

Cited By (2)

* Cited by examiner, † Cited by third party
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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Application publication date: 20180724