CN203626278U - Protective structure for construction of internal core tube of high-rise building - Google Patents
Protective structure for construction of internal core tube of high-rise building Download PDFInfo
- Publication number
- CN203626278U CN203626278U CN201320847383.7U CN201320847383U CN203626278U CN 203626278 U CN203626278 U CN 203626278U CN 201320847383 U CN201320847383 U CN 201320847383U CN 203626278 U CN203626278 U CN 203626278U
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- CN
- China
- Prior art keywords
- internal core
- core tube
- overcoat
- wire rope
- highrise building
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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.)
- Expired - Fee Related
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Abstract
The utility model discloses a protective structure for construction of an internal core tube of a high-rise building. The protective device is composed of a protective layer and steel wire ropes, wherein the steel wire ropes are connected to the steel wire rope suspension points on the protective layer; jacking wheels and edge sealing rubber strips are arranged on the periphery of the protective layer; an interval between the protective layer and the internal core tube of the high-rise building is filled with the edge sealing rubber strips; the edge sealing rubber strips are in interference contact with the inner walls of the internal core tube of the high-rise building; the protective layer is provided with turning boards which can avoid supporting pieces of the internal core tube of the high-rise building; the turning boards and the protective layer are connected through hinges; the lifting and pulling points at the lower portions of the steel wire ropes can be arranged on a coupling beam or a steel truss selectively; the suspension points at the upper portions of the steel wire ropes can be arranged on the coupling beam or a tower crane bracket built-in board selectively. The protective structure is simple and firm in structure, easy to machine and manufacture and high in working stability, not only can prevent constructors on the protective structure from falling off, but also can protect a horizontal structure below the protective structure and constructors on the plane, and is worthy of wide popularization in the construction of the internal core tube of the high-rise building.
Description
Technical field
the utility model relates to a kind of safeguard structure of highrise building internal core tube construction, belongs to building operations guard technology field.
Background technology
domestic Super High emerges in large numbers like the mushrooms after rain, high-rise structure is mainly internal core cartridge form, and in Core Walls Structure, be all that vertical structure is accomplished certain degree inner horizontal structure that just starts to construct, the workman person who carries out like this vertical structure construction on Core Walls Structure will face just larger vertical drop, it is caused to larger psychological pressure, also make them face falling from high altitude danger, moreover, if there are article to drop, in the situation that falling head is excessive, there is larger energy, will impact destruction to the horizontal structure of having constructed below also may kill and injure constructor on horizontal structure floor by a crashing object.So just need to design overcoat under Core Walls Structure vertical structure construction aspect; this patent is exactly a kind of novel protector of design; can upwards construct along with vertical structure time, rise simultaneously, constructor is above protected and prevents or reduce the injury of falling object from high altitude to structural deterioration below and constructor.
Summary of the invention
the purpose of this utility model is: the safeguard structure that a kind of highrise building internal core tube construction is provided; it is simple in structure firmly; be easy to processing and fabricating; and stability is high at work; can prevent that the constructor above it from falling; also the constructor in protection horizontal structure and plane below, to overcome the deficiencies in the prior art.
the technical solution of the utility model
a kind of safeguard structure of highrise building internal core tube construction, this protector has overcoat and wire rope to form, wire rope is connected to the wire rope suspension centre place on overcoat, wherein said overcoat is made up of steel structure framework and back cover protected apron, be provided with top wheel in steel structure framework surrounding, be equipped with the edge sealing rubber strip for filling up overcoat and highrise building internal core cylinder gap in back cover protected apron surrounding, edge sealing rubber strip and highrise building internal core cylinder inwall are Interference contact, on overcoat, be provided with the turnover panel that can dodge highrise building internal core cylinder support member, between turnover panel and overcoat, be hinged, wire rope bottom promotes drawknot point and can select on coupling beam or steel truss, wire rope top suspension centre is chosen on coupling beam or tower crane bracket embedded part plate.
in the safeguard structure of aforementioned highrise building internal core tube construction, the main joist of described steel structure framework is well cabinet frame to be established, and the parallel main joist of secondary joist is laid, and establishes oblique support keel at main joist infall, and wire rope suspension centre is arranged on each keel infall.
in the safeguard structure of aforementioned highrise building internal core tube construction, described back cover protected apron is that unit plate is spliced.With wire rope suspension centre corresponding position unit plate on be provided with through hole.
in the safeguard structure of aforementioned highrise building internal core tube construction, described unit plate does skeleton with square tube steel pipe, and panel adopts French beans pattern punching steel plate, between each square tube steel pipe, connects with bolt.
owing to having adopted technique scheme, compared with prior art, the utility model, by the design of the optimal design of steel structure keel frame and the unit spliced of back cover protected apron, makes this overcoat can have larger intensity, rigidity and stability and, environmental protection, the collision friction that can reduce overcoat and Core Walls Structure shear wall to the top wheel design of overcoat surrounding, also can facilitate upwards climbing of whole device, position and number to suspension centre (hoist point) are chosen, and can disperse preferably draw knot force, make the steady safety of whole protector, can make all the time to keep sealing between overcoat and body of wall to the design of periphery edge sealing rubber strip, do not answer the contraction of body of wall and produce gap, can prevent preferably that baby piece from dropping from side seam, the top suspension centre of wire rope has utilized coupling beam or the tower crane bracket embedded part plate of highrise building internal core cylinder, can remove newly-increased suspension centre from, artificial and material are saved, the utility model is simple in structure firmly, be easy to processing and fabricating, and stability is high at work, can prevent that the constructor above it from falling, also the constructor in protection horizontal structure and plane below, be worth wideling popularize in highrise building internal core tube construction.
Accompanying drawing explanation
accompanying drawing 1 the utility model construction schematic diagram;
m-M view in accompanying drawing 2 the utility model constructions;
the structural representation of overcoat and turnover panel in accompanying drawing 3 the utility model;
the steel structure framework schematic diagram of overcoat and turnover panel in accompanying drawing 4 the utility model;
unit plate structural representation in accompanying drawing 5 the utility model.
being labeled as in accompanying drawing: 1-overcoat, 2-wire rope, 3-unit plate, 4-pushes up wheel, 5-edge sealing rubber strip, 6-skeleton, 7-back cover protected apron, 8-suspension centre, 9-main joist, 10-square tube steel pipe, 11-secondary joist, 12-support keel, 13-stamping steel plate, 14-turnover panel, 15-coupling beam, 16-brace summer, 17-bracket embedded part plate, 18-through hole, 19-Core Walls Structure support member, 20-Core Walls Structure.
The specific embodiment
below in conjunction with accompanying drawing, the utility model is described in further detail, but not as to any restriction of the present utility model.
the utility model is constructed according to the means of defence of following highrise building internal core tube construction, the means of defence of this highrise building internal core tube construction adopts the overcoat similar to highrise building internal core barrel shape to be arranged in highrise building internal core cylinder, wherein overcoat comprises steel structure framework and back cover protected apron, be provided with top wheel in steel structure framework surrounding, be equipped with the edge sealing rubber strip for filling up overcoat and highrise building internal core cylinder gap in back cover protected apron surrounding, edge sealing rubber strip and highrise building internal core cylinder inwall are Interference contact, and on overcoat, be provided with the turnover panel that can dodge highrise building internal core cylinder support member, in overcoat moves up and down, in the time running into building interior Core Walls Structure support member, turnover panel puts down, in the time there is no building interior Core Walls Structure support member, turnover panel is got back to origin-location, make the overcoat can be at any time and highrise building internal core cylinder close contact, moving up and down by passing through Steel rope drive of overcoat, wherein lifting drawknot point in wire rope bottom can be selected on coupling beam or steel truss, wire rope top suspension centre is chosen on coupling beam or tower crane bracket embedded part plate.
according to the safeguard structure of the constructed highrise building internal core tube construction of above-mentioned means of defence, as shown in the figure, this protector is made up of overcoat 1 and wire rope 2, wire rope 2 is connected to wire rope suspension centre 8 places on overcoat 1, and four groups of 12 wire rope suspension centres 8 can be dispersed in the draw knot force of wire rope 2 on main joist 9 in a big way, at suspension centre 8 place's wire line thimbles around keel, fix with rope clamp, wherein said overcoat 1 is made up of steel structure framework 6 and back cover protected apron 7, be provided with top wheel 4 in steel structure framework 6 surroundings, be equipped with the edge sealing rubber strip 5 for filling up overcoat and highrise building internal core cylinder gap in back cover protected apron 7 surroundings, edge sealing rubber strip 5 is Interference contact with highrise building internal core cylinder inwall, on overcoat, 1 is provided with the turnover panel 14 that can dodge highrise building internal core cylinder support member, between turnover panel 14 and overcoat 1, be hinged, wire rope 2 bottoms promote drawknot point and can select on coupling beam 15 or steel truss 16, wire rope 2 top suspension centres are chosen on coupling beam 15 or tower crane bracket embedded part plate 17.
the main joist 9 of wherein said described steel structure framework 6 is well cabinet frame and establishes, the parallel main joist 9 of secondary joist 11 is laid, establish oblique support keel 12 at main joist infall, wire rope suspension centre 8 is arranged on each keel infall, keel are made up of square tube steel pipe 10, and back cover protected apron 7 is spliced for unit plate 3.With wire rope suspension centre 8 corresponding position unit plates 3 on be provided with through hole 18, described unit plate 3 use square tube steel pipes 10 do skeleton, panel adopts French beans pattern punchings steel plate 13,3 of each unit plates connect with bolt.
Claims (4)
1. the safeguard structure of a highrise building internal core tube construction, it is characterized in that: this protector has overcoat (1) and wire rope (2) to form, the wire rope suspension centre (8) that wire rope (2) is connected on overcoat (1) is located, wherein said overcoat (1) is made up of steel structure framework (6) and back cover protected apron (7), be provided with top wheel (4) in steel structure framework (6) surrounding, be equipped with the edge sealing rubber strip (5) for filling up overcoat and highrise building internal core cylinder gap in back cover protected apron (7) surrounding, edge sealing rubber strip (5) is Interference contact with highrise building internal core cylinder inwall, on overcoat, (1) is provided with the turnover panel (14) that can dodge highrise building internal core cylinder support member, between turnover panel (14) and overcoat (1), be hinged, wire rope (2) bottom promotes drawknot point and can select on coupling beam (15) or steel truss (16), wire rope (2) top suspension centre is chosen on coupling beam (15) or tower crane bracket embedded part plate (17).
2. the safeguard structure of highrise building internal core tube construction according to claim 1, it is characterized in that: the main joist (9) of described steel structure framework (6) is well cabinet frame and establishes, the parallel main joist of secondary joist (11) (9) is laid, establish oblique support keel (12) at main joist infall, wire rope suspension centre (8) is arranged on each keel infall.
3. the safeguard structure of highrise building internal core tube construction according to claim 1, is characterized in that: described back cover protected apron (7) is spliced for unit plate (3); With wire rope suspension centre (8) corresponding position unit plate (3) on be provided with through hole (18).
4. the safeguard structure of highrise building internal core tube construction according to claim 3, it is characterized in that: described unit plate (3) square tube steel pipe (10) does skeleton, panel adopts French beans pattern punching steel plates (13), between each square tube steel pipe (10), connects with bolt.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320847383.7U CN203626278U (en) | 2013-12-21 | 2013-12-21 | Protective structure for construction of internal core tube of high-rise building |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320847383.7U CN203626278U (en) | 2013-12-21 | 2013-12-21 | Protective structure for construction of internal core tube of high-rise building |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203626278U true CN203626278U (en) | 2014-06-04 |
Family
ID=50812769
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201320847383.7U Expired - Fee Related CN203626278U (en) | 2013-12-21 | 2013-12-21 | Protective structure for construction of internal core tube of high-rise building |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203626278U (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107724693A (en) * | 2017-11-07 | 2018-02-23 | 中建局集团建设发展有限公司 | Vertical construction protector and its construction method climbed in Core Walls Structure under tower crane |
| CN108612329A (en) * | 2018-06-07 | 2018-10-02 | 重庆工业职业技术学院 | A kind of safeguard structure and its construction method of skyscraper internal core tube construction |
| CN109235914A (en) * | 2018-11-09 | 2019-01-18 | 中国建筑第八工程局有限公司 | Structure construction protective device is got rid of after a kind of building |
| CN109972850A (en) * | 2019-04-25 | 2019-07-05 | 中建四局第一建筑工程有限公司 | It is a kind of can be with the safe guarding shed of creeping formwork synchronization lifting |
| CN114607159A (en) * | 2022-01-24 | 2022-06-10 | 西南交通大学 | Suspended buffer type high-drop protection system for core tube construction and design method |
-
2013
- 2013-12-21 CN CN201320847383.7U patent/CN203626278U/en not_active Expired - Fee Related
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107724693A (en) * | 2017-11-07 | 2018-02-23 | 中建局集团建设发展有限公司 | Vertical construction protector and its construction method climbed in Core Walls Structure under tower crane |
| CN108612329A (en) * | 2018-06-07 | 2018-10-02 | 重庆工业职业技术学院 | A kind of safeguard structure and its construction method of skyscraper internal core tube construction |
| CN109235914A (en) * | 2018-11-09 | 2019-01-18 | 中国建筑第八工程局有限公司 | Structure construction protective device is got rid of after a kind of building |
| CN109972850A (en) * | 2019-04-25 | 2019-07-05 | 中建四局第一建筑工程有限公司 | It is a kind of can be with the safe guarding shed of creeping formwork synchronization lifting |
| CN114607159A (en) * | 2022-01-24 | 2022-06-10 | 西南交通大学 | Suspended buffer type high-drop protection system for core tube construction and design method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20140604 Termination date: 20201221 |