CN109292598A - A kind of Super High contraction structure construction elevator corridor and preparation method thereof - Google Patents
A kind of Super High contraction structure construction elevator corridor and preparation method thereof Download PDFInfo
- Publication number
- CN109292598A CN109292598A CN201811395755.0A CN201811395755A CN109292598A CN 109292598 A CN109292598 A CN 109292598A CN 201811395755 A CN201811395755 A CN 201811395755A CN 109292598 A CN109292598 A CN 109292598A
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- Prior art keywords
- construction elevator
- plate
- corridor
- turning door
- building structure
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- 238000010276 construction Methods 0.000 title claims abstract description 79
- 230000008602 contraction Effects 0.000 title claims abstract description 15
- 238000002360 preparation method Methods 0.000 title abstract description 5
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 28
- 239000010959 steel Substances 0.000 claims abstract description 28
- 230000007306 turnover Effects 0.000 claims description 5
- 238000004519 manufacturing process Methods 0.000 claims description 3
- 238000010586 diagram Methods 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 210000000988 bone and bone Anatomy 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000009545 invasion Effects 0.000 description 1
- 239000000463 material Substances 0.000 description 1
Classifications
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B66—HOISTING; LIFTING; HAULING
- B66B—ELEVATORS; ESCALATORS OR MOVING WALKWAYS
- B66B13/00—Doors, gates, or other apparatus controlling access to, or exit from, cages or lift well landings
- B66B13/02—Door or gate operation
- B66B13/04—Door or gate operation of swinging doors
Landscapes
- Lift-Guide Devices, And Elevator Ropes And Cables (AREA)
Abstract
The invention discloses a kind of Super High contraction structure construction elevator corridors and preparation method thereof, the construction elevator corridor includes construction elevator and building structure, plate-turning door is installed in the exit of construction elevator, the lower end of the plate-turning door is connect with the lower rotation that construction elevator exports, the top drawknot that the upper end of plate-turning door passes through wirerope and construction elevator outlet, plate-turning door is plugged into after downwardly turning over expansion with building structure, and the construction elevator corridor of connection is formed.Plate-turning door and overhang steel corridor are combined together by the present invention, Super High is solved the problems, such as because structure both shrinks cause not being connected between construction elevator, have many advantages, such as that the saving duration, assembly is flexible, simple to install, can be used in turn, is easy for construction, is economical and practical, is safe and reliable, there is wide applicability and generalization.
Description
Technical field
The present invention relates to a kind of Super High contraction structure construction elevator corridors and preparation method thereof, belong to building construction technology
Field.
Background technique
Currently, the case where structure both shrinks can be encountered during construction of super highrise building, i.e., because the variation of Super High alien invasion is led
Planar structure contour line is caused to gradually become smaller, structure is gradually inside contracted to Core Walls Structure direction, and structural edge is constructed away from construction on facade
The case where elevator Edge Distance is gradually increased causes structural edge to be gradually increased away from construction construction elevator Edge Distance, and construction is applied
Personnel and material are unable to reach in floor in work elevator, influence normal construction.
Summary of the invention
The object of the present invention is to provide a kind of Super High contraction structures that is easy for construction, at low cost, being used in turn to apply
Work elevator hallway and production method, to overcome deficiency in the prior art.
Technical solution of the present invention: a kind of Super High contraction structure construction elevator corridor and preparation method thereof will apply first
The existing elevator door of work elevator is replaced with the plate-turning door that can be spun upside down, the bottom of the lower end of the plate-turning door and construction elevator outlet
Portion's rotation connection, the top drawknot that the upper end of plate-turning door passes through wirerope and construction elevator outlet；When building for Super High shrinking zone
When the spacing of building structure edge and construction elevator is less than the length of plate-turning door, the wirerope of plate-turning door upper end is unclamped, plate-turning door is made
Expansion is downwardly turned over, so that plate-turning door be made to plug into this layer of building structure, forms the construction elevator corridor of connection；When Super High is received
When the building structure edge and construction elevator spacing in contracting area are greater than the length of plate-turning door, overhang steel is installed in this layer of building structure
Corridor docks plate-turning door and overhang steel corridor, forms the construction elevator corridor of connection.
In the above method, in construction elevator operation, the wirerope on plate-turning door is collapsed, is closed plate-turning door, turnover panel
Door is used as closing door at this time.
Meanwhile the present invention also provides a kind of Super High contraction structure construction elevator corridors, including construction elevator and building
Structure is equipped with plate-turning door, the lower rotation of the lower end of the plate-turning door and construction elevator outlet in the exit of construction elevator
Connection, the upper end of plate-turning door by the top drawknot of wirerope and construction elevator outlet, plate-turning door downwardly turn over after expansion with build
Building structure is plugged into, and the construction elevator corridor of connection is formed.
Above-mentioned construction elevator corridor further includes the overhang steel corridor being mounted in building structure floor, and the overhang steel is walked
The outer end of corridor is fixed by wirerope and superstructure structure drawknot, and the bottom in overhang steel corridor is built by wirerope and this layer
Structure drawknot is fixed, and plate-turning door docks after downwardly turning over expansion with overhang steel corridor, forms the construction elevator corridor of connection.
Further, the overhang steel corridor includes two main joists being fixed in building structure floor in parallel and hangs down
One group of secondary joist being directly welded on two main joists, is welded with checkered steel plate on secondary joist.
Due to the adoption of the above technical scheme, the present invention has the advantages that the present invention combines plate-turning door and overhang steel corridor
Together, Super High is solved the problems, such as because structure both shrinks cause not being connected between construction elevator, is had and is saved
Duration, it is assembled flexibly, simple to install, the advantages that being used in turn, is easy for construction, is economical and practical, is safe and reliable, have extensive
Practicability and generalization.
Detailed description of the invention
Fig. 1 is the structural schematic diagram in construction elevator corridor in embodiment 1；
Fig. 2 is the top view of Fig. 1；
Fig. 3 is the structural schematic diagram in construction elevator corridor in embodiment 2；
Fig. 4 is the top view of Fig. 3.
Description of symbols: 1- construction elevator, 2- building structure, 3- plate-turning door, 4- overhang steel corridor, 5- wirerope, 6-
Main joist, 7- secondary joist, 8- checkered steel plate.
Specific embodiment
To make the objectives, technical solutions, and advantages of the present invention clearer, with reference to the accompanying drawings and examples to this hair
It is bright to be described in further detail.
Embodiment 1
Referring to Fig. 1 and Fig. 2, a kind of Super High contraction structure construction elevator corridor of the invention, including construction elevator 1 and
Building structure 2 is equipped with plate-turning door 3 in the exit of construction elevator 1, what the lower end of the plate-turning door 3 and construction elevator 1 exported
Lower rotation connection, the top drawknot that the upper end of plate-turning door 3 is exported by wirerope 5 and construction elevator 1, plate-turning door 3 turn over downwards
It plugs into after turning expansion with building structure 2, forms the construction elevator corridor of connection.
When making above-mentioned Super High contraction structure construction elevator corridor, the existing elevator door of construction elevator 1 is replaced first
At the plate-turning door 3 that can be spun upside down, the lower end of the plate-turning door 3 is connect with the lower rotation that construction elevator 1 exports, plate-turning door 3
The top drawknot that is exported by wirerope 5 and construction elevator 1 of upper end；Referring to Fig. 1 and Fig. 2, when the building of Super High shrinking zone
When the spacing of 2 edge of structure and construction elevator 1 is less than the length of plate-turning door 3, the wirerope 5 of 3 upper end of plate-turning door is unclamped, turnover panel is made
Door 3 downwardly turns over expansion, so that plate-turning door 3 be made to plug into this layer of building structure 2, forms the construction elevator corridor of connection.
Embodiment 2
Referring to Fig. 3 and Fig. 4, above-mentioned construction elevator corridor further includes the overhang steel corridor being mounted in 2 floor of building structure
4, the outer end in the overhang steel corridor 4 is fixed by wirerope 5 and 2 drawknot of superstructure structure, the bottom in overhang steel corridor 4
It is fixed by wirerope 5 and this layer of 2 drawknot of building structure, plate-turning door 3 docks after downwardly turning over expansion with overhang steel corridor 4, shape
At the construction elevator corridor of connection.The overhang steel corridor 4 includes two main dragons being fixed in 2 floor of building structure in parallel
Bone 6 and one group of secondary joist 7 being vertically welded on two main joists 6, are welded with checkered steel plate 8 on secondary joist 7.
When making above-mentioned Super High contraction structure construction elevator corridor, the existing elevator door of construction elevator 1 is replaced first
At the plate-turning door 3 that can be spun upside down, the lower end of the plate-turning door 3 is connect with the lower rotation that construction elevator 1 exports, plate-turning door 3
The top drawknot that is exported by wirerope 5 and construction elevator 1 of upper end；Referring to Fig. 3 and Fig. 4, when the building of Super High shrinking zone
When 2 edge of structure and 1 spacing of construction elevator are greater than the length of plate-turning door 3, overhang steel corridor 4 is installed in this layer of building structure 2,
Plate-turning door 3 and overhang steel corridor 4 are docked, the construction elevator corridor of connection is formed.
When construction elevator 1 is run, the wirerope 5 on plate-turning door 3 is collapsed, is closed plate-turning door 3, plate-turning door 3 is at this time
It is used as closing door.
Claims (5)
1. a kind of production method in Super High contraction structure construction elevator corridor, it is characterised in that: first that construction elevator (1) is existing
Some elevator doors are replaced with the plate-turning door (3) that can be spun upside down, what the lower end and construction elevator (1) of the plate-turning door (3) exported
Lower rotation connection, the top drawknot that the upper end of plate-turning door (3) passes through wirerope (5) and construction elevator (1) outlet；Work as Super High
When building structure (2) edge of shrinking zone and the spacing of construction elevator (1) are less than the length of plate-turning door (3), unclamp plate-turning door (3)
The wirerope (5) of upper end, makes plate-turning door (3) downwardly turn over expansion, so that plate-turning door (3) is made to plug into this layer of building structure (2),
Form the construction elevator corridor of connection；It is turned over when building structure (2) edge of Super High shrinking zone is greater than with construction elevator (1) spacing
When the length of plate door (3), overhang steel corridor (4) are installed on this layer of building structure (2), make plate-turning door (3) and overhang steel corridor
(4) it docks, forms the construction elevator corridor of connection.
2. the production method in Super High contraction structure construction elevator corridor according to claim 1, it is characterised in that: applying
When work elevator (1) is run, the wirerope (5) on plate-turning door (3) is collapsed, is closed plate-turning door (3), plate-turning door (3) is made at this time
For closing door use.
3. a kind of Super High contraction structure construction elevator corridor, including construction elevator (1) and building structure (2), feature exists
In: it is equipped with plate-turning door (3) in the exit of construction elevator (1), the lower end and construction elevator (1) of the plate-turning door (3) export
Lower rotation connection, the top drawknot of the upper end of plate-turning door (3) by wirerope (5) and construction elevator (1) outlet, plate-turning door
(3) it plugs into after downwardly turning over expansion with building structure (2), forms the construction elevator corridor of connection.
4. Super High contraction structure construction elevator corridor according to claim 3, it is characterised in that: further include being mounted on to build
The outer end in the overhang steel corridor (4) in building structure (2) floor, the overhang steel corridor (4) is built by wirerope (5) with upper layer
Building structure (2) drawknot is fixed, and the bottom of overhang steel corridor (4) is fixed by wirerope (5) and this layer of building structure (2) drawknot,
Plate-turning door (3) docks after downwardly turning over expansion with overhang steel corridor (4), forms the construction elevator corridor of connection.
5. Super High contraction structure construction elevator corridor according to claim 4, it is characterised in that: the overhang steel corridor
(4) include two main joists (6) being fixed in building structure (2) floor in parallel and be vertically welded in two main joists
(6) one group of secondary joist (7) on, is welded with checkered steel plate (8) on secondary joist (7).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811395755.0A CN109292598A (en) | 2018-11-22 | 2018-11-22 | A kind of Super High contraction structure construction elevator corridor and preparation method thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811395755.0A CN109292598A (en) | 2018-11-22 | 2018-11-22 | A kind of Super High contraction structure construction elevator corridor and preparation method thereof |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN109292598A true CN109292598A (en) | 2019-02-01 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201811395755.0A Pending CN109292598A (en) | 2018-11-22 | 2018-11-22 | A kind of Super High contraction structure construction elevator corridor and preparation method thereof |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN109292598A (en) |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN201825625U (en) * | 2010-10-22 | 2011-05-11 | 中国建筑第四工程局有限公司 | Construction elevator with flap gate |
| JP2013220859A (en) * | 2012-04-12 | 2013-10-28 | Toshiba Elevator Co Ltd | Head extension method for elevator for construction |
| CN204714276U (en) * | 2015-05-27 | 2015-10-21 | 江苏广通工程机械有限公司 | Construction hoist wall-attaching equipment |
| CN205527238U (en) * | 2016-04-08 | 2016-08-31 | 中建八局第二建设有限公司 | Move construction elevator who turns over board door with electricity |
| CN207032882U (en) * | 2017-04-28 | 2018-02-23 | 中铁建工集团有限公司 | A kind of construction elevator, which is encorbelmented, passes in and out layer platform |
| CN207878907U (en) * | 2018-01-12 | 2018-09-18 | 中国建筑一局(集团)有限公司 | A kind of elevator shaft operating platform |
| CN209161272U (en) * | 2018-11-22 | 2019-07-26 | 中建四局第六建筑工程有限公司 | A kind of construction elevator overhang steel corridor for facade contraction structure |
-
2018
- 2018-11-22 CN CN201811395755.0A patent/CN109292598A/en active Pending
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN201825625U (en) * | 2010-10-22 | 2011-05-11 | 中国建筑第四工程局有限公司 | Construction elevator with flap gate |
| JP2013220859A (en) * | 2012-04-12 | 2013-10-28 | Toshiba Elevator Co Ltd | Head extension method for elevator for construction |
| CN204714276U (en) * | 2015-05-27 | 2015-10-21 | 江苏广通工程机械有限公司 | Construction hoist wall-attaching equipment |
| CN205527238U (en) * | 2016-04-08 | 2016-08-31 | 中建八局第二建设有限公司 | Move construction elevator who turns over board door with electricity |
| CN207032882U (en) * | 2017-04-28 | 2018-02-23 | 中铁建工集团有限公司 | A kind of construction elevator, which is encorbelmented, passes in and out layer platform |
| CN207878907U (en) * | 2018-01-12 | 2018-09-18 | 中国建筑一局(集团)有限公司 | A kind of elevator shaft operating platform |
| CN209161272U (en) * | 2018-11-22 | 2019-07-26 | 中建四局第六建筑工程有限公司 | A kind of construction elevator overhang steel corridor for facade contraction structure |
Non-Patent Citations (1)
| Title |
|---|
| 吴展航: "超高层建筑综合施工技术分析" * |
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| PB01 | Publication | ||
| PB01 | Publication | ||
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| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20190201 |
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| RJ01 | Rejection of invention patent application after publication |