CN109695352A - A kind of safeguard structure of skyscraper internal core tube construction - Google Patents
A kind of safeguard structure of skyscraper internal core tube construction Download PDFInfo
- Publication number
- CN109695352A CN109695352A CN201711003169.2A CN201711003169A CN109695352A CN 109695352 A CN109695352 A CN 109695352A CN 201711003169 A CN201711003169 A CN 201711003169A CN 109695352 A CN109695352 A CN 109695352A
- Authority
- CN
- China
- Prior art keywords
- protective layer
- wirerope
- internal core
- skyscraper
- suspension centre
- 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
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
- E04G21/32—Safety or protective measures for persons during the construction of buildings
- E04G21/3204—Safety or protective measures for persons during the construction of buildings against falling down
- E04G21/3252—Protections, e.g. cover, caps, against impaling on starter reinforcement bars
-
- 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
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
- E04G21/32—Safety or protective measures for persons during the construction of buildings
- E04G21/3261—Safety-nets; Safety mattresses; Arrangements on buildings for connecting safety-lines
Abstract
The invention discloses a kind of safeguard structures of skyscraper internal core tube construction, the protective device has protective layer and wirerope to constitute, wirerope is connected at the wirerope suspension centre on protective layer, top wheel is surrounded by protective layer and the edge sealing rubber strip for filling up protective layer Yu skyscraper internal core cylinder gap, edge sealing rubber strip and skyscraper internal core cylinder inner wall are Interference contact, the turnover panel that can avoid skyscraper internal core cylinder supporting element is equipped on protective layer, it is hinged between turnover panel and protective layer, wirerope lower lift drawknot node may be selected on coupling beam or steel truss, wirerope top suspension centre selects in coupling beam or tower crane bracket embedded part plate, the configuration of the present invention is simple is secured, production easy to process, and stability is high at work, it can prevent the construction personnel above it from falling, also protect following horizontal structure and Construction personnel in plane is worth wideling popularize in skyscraper internal core tube construction.
Description
Technical field
The present invention relates to a kind of safeguard structures of skyscraper internal core tube construction, belong to construction guard technology neck
Domain.
Background technique
Domestic Super High emerges in large numbers like the mushrooms after rain, and high-rise structure is mainly internal core cartridge form, and Core Walls Structure
In be all vertical structure accomplish certain degree just start construction inside horizontal structure, vertically tied on Core Walls Structure in this way
The worker person of structure construction will cause larger psychological pressure to it, and also make them in face of high-altitude in face of just biggish vertical drop
It falls danger, furthermore, if there is article is fallen, in the case where falling head is excessive, there is biggish energy, it will to following
The horizontal structure of completion of having constructed causes impact failure that may also kill to injure the construction personnel on horizontal structure floor by a crashing object.So
With regard to needing to design protective layer under Core Walls Structure vertical structure construction level, this patent is exactly to design a kind of novel protection dress
It setting, construction personnel above can be protected and be prevented or reduced height with when vertical structure is constructed upwards while rising
Sky pendant object is destroyed to following structure and the injury of construction personnel.
Summary of the invention
The object of the present invention is to provide a kind of safeguard structure of skyscraper internal core tube construction, its structure is simply firm
Gu production easy to process, and stability is high at work, can prevent the construction personnel above it from falling, also protect following
Construction personnel on horizontal structure and plane, with overcome the deficiencies in the prior art.
Technical solution of the present invention
A kind of safeguard structure of skyscraper internal core tube construction, the protective device have protective layer and wirerope to constitute, steel wire
At the wirerope suspension centre that rope is connected on protective layer, wherein the protective layer is made of steel structure framework and back cover protective plate,
Steel structure framework is surrounded by top wheel, is equipped in back cover protective plate surrounding for filling up protective layer and skyscraper internal core
The edge sealing rubber strip in cylinder gap, edge sealing rubber strip and skyscraper internal core cylinder inner wall are Interference contact, are set on protective layer
There is the turnover panel that can avoid skyscraper internal core cylinder supporting element, is hinged between turnover panel and protective layer, wirerope lower part
Promoting drawknot node may be selected on coupling beam or steel truss, and wirerope top suspension centre selects in coupling beam or tower crane bracket embedded part plate.
In the safeguard structure of aforementioned skyscraper internal core tube construction, the main joist of the steel structure framework is in well
Cabinet frame is set, and the parallel main joist of secondary joist is laid with, and sets skewed horizontal load keel in main joist infall, wirerope suspension centre is arranged in each dragon
Bone infall.
In the safeguard structure of aforementioned skyscraper internal core tube construction, the back cover protective plate be unit plate splice and
At.With on the unit plate of wirerope suspension centre corresponding position be equipped with through-hole.
In the safeguard structure of aforementioned skyscraper internal core tube construction, the unit plate does skeleton with the logical steel pipe in side,
Panel is connected between using hyacinth bean pattern punching steel plate, each side to lead to steel pipe.
By adopting the above-described technical solution, compared with prior art, the present invention is set by the optimization of steel structure keel frame
Meter and back cover protective plate unit spliced design, enable this protective layer have biggish intensity, rigidity and stability and, green ring
It protects；The collision friction that protective layer Yu Core Walls Structure shear wall can be reduced to the top wheel design of protective layer surrounding also can be convenient entire
Device climbs upwards；Position and number to suspension centre (hoist point) are chosen, and draw knot force can be preferably dispersed, so that entire protection
Device is steadily safe；The design of periphery edge sealing rubber strip can be made to keep sealing between protective layer and wall always, do not answer wall
Contraction and generate gap, can preferably prevent baby block from falling from side seam, height is then utilized in the top suspension centre of wirerope
The coupling beam or tower crane bracket embedded part plate of layer building interior Core Walls Structure, can remove newly-increased suspension centre from, save artificial and material, the present invention
It is simple and strong in structure, production easy to process, and stability is high at work, can prevent the construction personnel above it from falling,
The construction personnel on following horizontal structure and plane is protected, is worth pushing greatly in skyscraper internal core tube construction
Extensively.
Detailed description of the invention
1 present invention construction schematic diagram of attached drawing；
M-M view in 2 present invention construction of attached drawing；
The structural schematic diagram of protective layer and turnover panel in 3 present invention of attached drawing；
The steel structure framework schematic diagram of protective layer and turnover panel in 4 present invention of attached drawing；
Unit plate structural schematic diagram in 5 present invention of attached drawing.
The label in accompanying drawing is: 1- protective layer, 2- wirerope, 3- unit plate, the top 4- wheel, 5- edge sealing rubber strip, 6- bone
Frame, 7- back cover protective plate, 8- suspension centre, 9- main joist, the side 10- lead to steel pipe, 11- secondary joist, 12- support keel, 13- stamped steel
Plate, 14- turnover panel, 15- coupling beam, 16- supporting beam, 17- bracket embedded part plate, 18- through-hole, 19- Core Walls Structure supporting element, 20- Core Walls Structure.
Specific embodiment
The present invention is described in further detail with reference to the accompanying drawing, but not as any limitation of the invention.
The present invention is the skyscraper according to constructed by the means of defence of following skyscraper internal core tube constructions
The means of defence of internal core tube construction is built using protective layer similar with skyscraper internal core barrel shape setting in high level
It builds in internal core cylinder, wherein protective layer includes steel structure framework and back cover protective plate, it is surrounded by top wheel in steel structure framework,
The edge sealing rubber strip for filling up protective layer Yu skyscraper internal core cylinder gap, edge sealing are equipped in back cover protective plate surrounding
Rubber strip and skyscraper internal core cylinder inner wall are Interference contact, and are equipped on protective layer and can avoid skyscraper inner core
The turnover panel of heart cylinder supporting element, in protective layer moves up and down, when encountering building interior Core Walls Structure supporting element, turnover panel is put down, when
When not having building interior Core Walls Structure supporting element, turnover panel returns to origin-location, enable protective layer at any time with skyscraper inner core
Heart cylinder is in close contact, protective layer up and down through Steel rope drive, wherein wirerope lower lift drawknot node may be selected to connect
On beam or steel truss, wirerope top suspension centre is selected in coupling beam or tower crane bracket embedded part plate.
According to the safeguard structure of skyscraper internal core tube construction constructed by above-mentioned means of defence, as shown, should
Protective device is made of protective layer 1 and wirerope 2, and wirerope 2 is connected at the wirerope suspension centre 8 on protective layer 1, and four group ten
The draw knot force of wirerope 2 can be dispersed in the larger range on main joist 9, the wirerope at suspension centre 8 by two wirerope suspension centres 8
Around keel, fixed with rope clamp, wherein the protective layer 1 is made of steel structure framework 6 and back cover protective plate 7, in steel construction bone
Frame 6 is surrounded by top wheel 4, is equipped in 7 surrounding of back cover protective plate for filling up between protective layer and skyscraper internal core cylinder
The edge sealing rubber strip 5 of gap, edge sealing rubber strip 5 and skyscraper internal core cylinder inner wall are Interference contact, and 1 is equipped on protective layer
The turnover panel 14 that skyscraper internal core cylinder supporting element can be avoided, is hinged between turnover panel 14 and protective layer 1, wirerope 2
Lower lift drawknot node may be selected on coupling beam 15 or steel truss 16, and 2 top suspension centre of wirerope is selected in coupling beam 15 or tower crane bracket
On embedded part plate 17.
Wherein the main joist 9 of the steel structure framework 6 is set in well cabinet frame, and the parallel main joist 9 of secondary joist 11 is laid with, in main dragon
Bone infall sets skewed horizontal load keel 12, and the setting of wirerope suspension centre 8 is constituted in each keel infall, keel by just leading to steel pipe 10,
Back cover protective plate 7 is that unit plate 3 is spliced.With on 8 corresponding position unit plate 3 of wirerope suspension centre be equipped with through-hole 18, institute
It states unit plate 3 and does skeleton with the logical steel pipe 10 in side, panel uses hyacinth bean pattern punching steel plate 13, uses spiral shell between each unit plate 3
It tethers and connects.
Protective layer 1；Coupling beam 15 or steel truss 16 may be selected in 2 lower lift drawknot node of wirerope, and suspension centre selection in top is even
Beam 15 or tower crane bracket embedded part plate 17.
Claims (2)
1. a kind of safeguard structure of skyscraper internal core tube construction, it is characterised in that: the protective device have protective layer (1) and
Wirerope (2) is constituted, and wirerope (2) is connected at the wirerope suspension centre (8) on protective layer (1), wherein the protective layer (1) by
Steel structure framework (6) and back cover protective plate (7) composition are surrounded by top wheel (4) in steel structure framework (6), in back cover protective plate
(7) surrounding is equipped with the edge sealing rubber strip (5) for filling up protective layer Yu skyscraper internal core cylinder gap, edge sealing rubber strip
It (5) is Interference contact with skyscraper internal core cylinder inner wall, (1), which is equipped with, on protective layer can avoid skyscraper internal core
The turnover panel (14) of cylinder supporting element, is hinged, wirerope (2) lower lift drawknot node between turnover panel (14) and protective layer (1)
It may be selected on coupling beam (15) or steel truss (16), wirerope (2) top suspension centre is selected in coupling beam (15) or tower crane bracket embedded part plate
(17) on, the main joist (9) of the steel structure framework (6) is set in well cabinet frame, and the parallel main joist (9) of secondary joist (11) is laid with,
Main joist infall is set skewed horizontal load keel (12), and wirerope suspension centre (8) is arranged in each keel infall, the back cover protective plate
(7) it is spliced for unit plate (3)；Through-hole (18) are being equipped with on wirerope suspension centre (8) corresponding position unit plate (3).
2. the safeguard structure of skyscraper internal core tube construction according to claim 1, it is characterised in that: the cell board
Block (3) does skeleton with side logical steel pipe (10), and panel uses hyacinth bean pattern punching steel plate (13), and each side uses spiral shell between leading to steel pipe (10)
It tethers and connects.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201711003169.2A CN109695352A (en) | 2017-10-24 | 2017-10-24 | A kind of safeguard structure of skyscraper internal core tube construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201711003169.2A CN109695352A (en) | 2017-10-24 | 2017-10-24 | A kind of safeguard structure of skyscraper internal core tube construction |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN109695352A true CN109695352A (en) | 2019-04-30 |
Family
ID=66227954
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201711003169.2A Pending CN109695352A (en) | 2017-10-24 | 2017-10-24 | A kind of safeguard structure of skyscraper internal core tube construction |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN109695352A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111502318A (en) * | 2020-05-04 | 2020-08-07 | 璐句附 | Protective structure for construction of core tube in building |
| CN112482575A (en) * | 2020-12-01 | 2021-03-12 | 中建一局集团建设发展有限公司 | Omnidirectional multi-level three-dimensional safety protection system with super high-rise structure |
-
2017
- 2017-10-24 CN CN201711003169.2A patent/CN109695352A/en active Pending
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111502318A (en) * | 2020-05-04 | 2020-08-07 | 璐句附 | Protective structure for construction of core tube in building |
| CN112482575A (en) * | 2020-12-01 | 2021-03-12 | 中建一局集团建设发展有限公司 | Omnidirectional multi-level three-dimensional safety protection system with super high-rise structure |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| WD01 | Invention patent application deemed withdrawn after publication | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20190430 |