CN102352700A - Vertical transportation channel tower for construction of super high-rise building - Google Patents
Vertical transportation channel tower for construction of super high-rise building Download PDFInfo
- Publication number
- CN102352700A CN102352700A CN2011102561149A CN201110256114A CN102352700A CN 102352700 A CN102352700 A CN 102352700A CN 2011102561149 A CN2011102561149 A CN 2011102561149A CN 201110256114 A CN201110256114 A CN 201110256114A CN 102352700 A CN102352700 A CN 102352700A
- Authority
- CN
- China
- Prior art keywords
- construction
- standard knot
- tower
- highrise building
- tower body
- 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.)
- Granted
Links
Images
Landscapes
- Types And Forms Of Lifts (AREA)
- Lift-Guide Devices, And Elevator Ropes And Cables (AREA)
Abstract
The invention provides a vertical transportation channel tower for construction of a super high-rise building, comprising a channel tower foundation and a tower body, wherein the tower body comprises a plurality of standard joints in laminated connection; the tower body is provided with an attachment connection support connected with a high-rise building, the side of each standard joint, corresponding to the building, is provided with connection walkways leading to corresponding floors, other sides of each standard joint are provided with construction elevators externally hanging, the side corresponding to each construction elevator is provided with a safety door, each standard joint is provided with a safety fence, and the connection walkways are also provided with safety fences. The vertical transportation channel tower for construction of the super high-rise building has the advantages of centralizing material vertical transportation lines and channels, saving construction field, avoiding occupation influence of an elevator shaft or large-area outer elevation and delaying decoration construction and is beneficial for the super high-rise building to put into operation in advance by stages.
Description
Technical field
The present invention relates to the technical field of building operations material lifting means, particularly relate to a kind of construction of super highrise building vertical transport passage tower.
Background technology
At present; Superelevation layer steel building and superelevation steel work support body or tower body are developed in the art; Under the situation that super highrise building continues to bring out in recent years, be necessary to utilize structural steel design and construction technology to solve vertical transport access issues in the construction of super highrise building.
Summary of the invention
The objective of the invention is to propose a kind of construction of super highrise building vertical transport passage tower.
Technical scheme of the present invention is: a kind of construction of super highrise building vertical transport passage tower; Comprise passage column foot plinth, tower body; Tower body is made up of the standard knot of a plurality of range upon range of connections; Tower body is provided with to adhere to connect to support and is connected with highrise building; The side of the corresponding building of each standard knot is equipped with the connection aisle towards respective storey; Other sides of each standard knot are provided with the outer construction elevator that hangs with; The side corresponding with construction elevator is provided with safety door; Each standard knot all has safe purse seine, and described connection also is provided with safe purse seine on the aisle.
Described standard knot comprises pillar, girder, secondary beam, trough of belt steel landing slab and pull bar, and pillar, girder, secondary beam connect the back and form the standard knot framework, and landing slab is positioned at the standard knot bottom, and pull bar is connected in the framework.
Described connection aisle one end connects on the landing slab of standard knot, and the other end is connected with floor plates temporarily.
Described adhering to connects support at a distance from storey setting, in floor plates, is provided with pre-embedded bolt, crosses out the floor plates outer vertical, is connected support and connection with described adhering to.
Described adhere to connect be supported for four, arranged in a crossed manner.
The cross section of described tower body is a polygon.
Beneficial effect of the present invention
The construction plant is practiced thrift in transit route and passage centralization;
Little to the agent structure influence, only be connected four points of interlayer side with agent structure, the aisle is promptly dismountable after main finishing material transportation finishes, and follow-up construction is in time sealed;
Avoid the outer facade of elevator shaft or large tracts of land to take influence, postponed decoration construction, help the super highrise building segmentation and put into effect in advance;
The easy installation and removal of passage tower, standard knot can be realized standardization, is applied to increasing construction of super highrise building.
Description of drawings
Fig. 1 is the whole elevational schematic view of the present invention;
Fig. 2 is a standard knot elevational schematic view of the present invention;
Fig. 3 is a standard knot floor map of the present invention;
Fig. 4 supports for the present invention connects and is connected sketch map with the structure floor plates;
Fig. 5 is connected sketch map for post of the present invention with the basis;
1. tower bodies among the figure, 2. passage column foot plinth, 3. standard knot, 4. adhere to connect support, 5. connection aisle, 6. safety door, 7. safe purse seine, 8. super highrise building, 9. column, 10. girder, the secondary beam of 11. standard knots, the landing slab of 12. standard knots, the pull bar, 14 of 13. standard knots, floor plates outer vertical, 15. pre-embedded bolts of standard knot of standard knot.
The specific embodiment
Embodiment: referring to Fig. 1-Fig. 5; A kind of construction of super highrise building vertical transport passage tower among the figure; Comprise passage column foot plinth, tower body; Tower body is made up of the standard knot of a plurality of range upon range of connections; Tower body is provided with to adhere to connect to support and is connected with highrise building; The side of the corresponding building of each standard knot is equipped with the connection aisle towards respective storey; Other sides of each standard knot are provided with the outer construction elevator that hangs with; The side corresponding with construction elevator is provided with safety door; Each standard knot all has safe purse seine, and described connection also is provided with safe purse seine on the aisle.
Described standard knot comprises pillar, girder, secondary beam, trough of belt steel landing slab and pull bar, and pillar, girder, secondary beam connect the back and form the standard knot framework, and landing slab is positioned at the standard knot bottom, and pull bar is connected in the framework.
Described connection aisle one end connects on the landing slab of standard knot, and the other end is connected with floor plates temporarily.
Described adhering to connects support at a distance from storey setting, in floor plates, is provided with pre-embedded bolt, crosses out the floor plates outer vertical, is connected support and connection with described adhering to.
Described adhere to connect be supported for four, arranged in a crossed manner.
The cross section of described tower body is a quadrangle.
Certainly the cross section of the tower body in the foregoing description can also be other shapes, like pentagon or hexagon, can raise the efficiency at the more side installation of tower body elevator like this.
Claims (6)
1. construction of super highrise building vertical transport passage tower; Comprise passage column foot plinth, tower body; Tower body is made up of the standard knot of a plurality of range upon range of connections; Tower body is provided with to adhere to connect to support and is connected with highrise building; It is characterized in that: the side of the corresponding building of each standard knot is equipped with the connection aisle towards respective storey; Other sides of each standard knot are provided with the outer construction elevator that hangs with; The side corresponding with construction elevator is provided with safety door; Each standard knot all has safe purse seine, and described connection also is provided with safe purse seine on the aisle.
2. construction of super highrise building vertical transport passage tower according to claim 1; It is characterized in that: described standard knot comprises pillar, girder, secondary beam, trough of belt steel landing slab and pull bar; Pillar, girder, secondary beam connect the back and form the standard knot framework; Landing slab is positioned at the standard knot bottom, and pull bar is connected in the framework.
3. construction of super highrise building vertical transport passage tower according to claim 2 is characterized in that: described connection aisle one end connects on the landing slab of standard knot, and the other end is connected with floor plates temporarily.
4. construction of super highrise building vertical transport passage tower according to claim 1; It is characterized in that: described adhering to connects support at a distance from storey setting; In floor plates, be provided with pre-embedded bolt, cross out the floor plates outer vertical, be connected support and connection with described adhering to.
5. construction of super highrise building vertical transport passage tower according to claim 1 is characterized in that: described adhere to connect be supported for four, arranged in a crossed manner.
6. construction of super highrise building vertical transport passage tower according to claim 1, it is characterized in that: the cross section of described tower body is a polygon.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201110256114 CN102352700B (en) | 2011-09-01 | 2011-09-01 | Vertical transportation channel tower for construction of super high-rise building |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201110256114 CN102352700B (en) | 2011-09-01 | 2011-09-01 | Vertical transportation channel tower for construction of super high-rise building |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN102352700A true CN102352700A (en) | 2012-02-15 |
| CN102352700B CN102352700B (en) | 2013-07-10 |
Family
ID=45576331
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201110256114 Active CN102352700B (en) | 2011-09-01 | 2011-09-01 | Vertical transportation channel tower for construction of super high-rise building |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN102352700B (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103982040A (en) * | 2014-05-06 | 2014-08-13 | 中建三局集团有限公司 | Vertical comprehensive transportation device for super high-rise building construction |
| CN105752807A (en) * | 2016-04-11 | 2016-07-13 | 上海庞源机械施工有限公司 | Flap gate device for construction hoist |
| CN106185579A (en) * | 2016-10-09 | 2016-12-07 | 中国建筑第八工程局有限公司 | Material vertical transit system for high-rise building |
| CN107119912A (en) * | 2017-06-26 | 2017-09-01 | 中国建筑第四工程局有限公司 | A kind of construction elevator operating platform structure and preparation method thereof |
| CN115652732A (en) * | 2022-12-28 | 2023-01-31 | 喜跃发国际环保新材料股份有限公司 | Processing technology and processing system of modified asphalt |
Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1136632A (en) * | 1995-05-22 | 1996-11-27 | 周忠 | Monolithic lifting all-weather construction complex system for high-rise building |
| CN1982193A (en) * | 2005-12-16 | 2007-06-20 | 王�忠 | Installation of high-building construction vertical transferring apparatus by elevator well |
| US20080017448A1 (en) * | 2004-05-27 | 2008-01-24 | Hayes Richard Sr | Stairtower and method for erecting the same |
-
2011
- 2011-09-01 CN CN 201110256114 patent/CN102352700B/en active Active
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1136632A (en) * | 1995-05-22 | 1996-11-27 | 周忠 | Monolithic lifting all-weather construction complex system for high-rise building |
| US20080017448A1 (en) * | 2004-05-27 | 2008-01-24 | Hayes Richard Sr | Stairtower and method for erecting the same |
| CN1982193A (en) * | 2005-12-16 | 2007-06-20 | 王�忠 | Installation of high-building construction vertical transferring apparatus by elevator well |
| WO2009023077A1 (en) * | 2007-08-13 | 2009-02-19 | Richard Hayes | Stairtower and method for erecting the same |
Non-Patent Citations (1)
| Title |
|---|
| 李玉安 等: "香港超高层钢结构工程施工技术", 《钢结构》 * |
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103982040A (en) * | 2014-05-06 | 2014-08-13 | 中建三局集团有限公司 | Vertical comprehensive transportation device for super high-rise building construction |
| CN103982040B (en) * | 2014-05-06 | 2016-08-17 | 中建三局集团有限公司 | A kind of construction of super highrise building vertical multi-transportation device |
| CN105752807A (en) * | 2016-04-11 | 2016-07-13 | 上海庞源机械施工有限公司 | Flap gate device for construction hoist |
| CN106185579A (en) * | 2016-10-09 | 2016-12-07 | 中国建筑第八工程局有限公司 | Material vertical transit system for high-rise building |
| CN107119912A (en) * | 2017-06-26 | 2017-09-01 | 中国建筑第四工程局有限公司 | A kind of construction elevator operating platform structure and preparation method thereof |
| CN107119912B (en) * | 2017-06-26 | 2023-10-17 | 中国建筑第四工程局有限公司 | Construction elevator operation platform structure and manufacturing method thereof |
| CN115652732A (en) * | 2022-12-28 | 2023-01-31 | 喜跃发国际环保新材料股份有限公司 | Processing technology and processing system of modified asphalt |
Also Published As
| Publication number | Publication date |
|---|---|
| CN102352700B (en) | 2013-07-10 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN102352700B (en) | Vertical transportation channel tower for construction of super high-rise building | |
| CN203867216U (en) | Detachable steel frame supporting structure for ultra-high-rise building cantilevered plate | |
| CN103711301A (en) | Construction method and device for two-track movable electric basket and lifting hoist | |
| CN103982040B (en) | A kind of construction of super highrise building vertical multi-transportation device | |
| CN102322135A (en) | Elevator shaft construction scaffolding device capable of being elevated along with construction layer of building main body structure and method for setting same | |
| CN108033367B (en) | Synchronous lifting device and lifting method for steel column and cylinder frame alternately supported steel platform and tower crane | |
| CA3118407C (en) | Modular stairwell and elevator shaft system and method | |
| CN204703534U (en) | A kind of large-scale unit plates of curtain wall two-rail hanging apparatus | |
| CN101858139A (en) | Concrete casting platform | |
| CN209456892U (en) | Cable-stayed bridge steel overhangs structure of sidewalk | |
| CN205444975U (en) | Large-scale roof steel construction braced system with view platform | |
| CN203947755U (en) | A kind of large Steel Cantilever trussed construction high-altitude construction first floor steel truss erecting device | |
| CN107268971B (en) | Dual self-lifting type external climbing frame for super high-rise building and application method | |
| CN202882377U (en) | Hanging scaffold for integral hanging construction of truss | |
| CN105625732B (en) | Superelevation overhanging steel structure truss support free construction method | |
| CN201649654U (en) | Discharging platform for high-rise building construction | |
| CN103112766A (en) | Construction elevator suspending over basement roof of building and construction method thereof | |
| CN204126297U (en) | A kind of temporary support of steel truss roof | |
| TWI819399B (en) | Multi-story building having prefabricated stair and elevator modules | |
| CN101967903A (en) | Basic guide rail for helicopter assembly transmission line iron tower leg section | |
| CN201687083U (en) | Suspension type template supporting structure with high-position integrated structure | |
| CN205369875U (en) | A operation protection platform collet for in shaft | |
| CN212507305U (en) | High-altitude operation platform applied to large-span factory building | |
| CN210316534U (en) | Auxiliary device is adhered to 15m layer height frame variable cross section constructional steel stand | |
| CN203320922U (en) | Supporting device for forming of elevator shaft template |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant |