CN106193586A - Elevator Telescopic folding Integral lifting core - Google Patents
Elevator Telescopic folding Integral lifting core Download PDFInfo
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- CN106193586A CN106193586A CN201610695280.1A CN201610695280A CN106193586A CN 106193586 A CN106193586 A CN 106193586A CN 201610695280 A CN201610695280 A CN 201610695280A CN 106193586 A CN106193586 A CN 106193586A
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- cylinder
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Abstract
Elevator Telescopic folding Integral lifting core disclosed by the invention, is made up of operating platform, electrical lift shaft form.Operating platform is integral at installation on ground, after tower crane and steel wire rope lifting are in place, is used for supporting electrical lift shaft form and bearing construction loads and transfer the load to elevator shear wall；Electrical lift shaft form uses 2 pieces of tube templates to connect into regular tetragonal one side by hinge middle mold, being sequentially connected with by 4 hinge angle mould head and the tail with 4 pieces of tube templates linked together is that a circle constitutes electrical lift shaft form the most again, it is the tetragonal body of an inner hollow that 4 pieces of tube templates linked together vertically interweave, its inner vertical direction is provided with hydraulic cylinder for shrinking, open electrical lift shaft form and support electrical lift shaft form, during pressurized, drum formwork plate and template framework are indeformable, formwork precision is made to reach construction requirement, can be widely applied to various use in building construction of lift well.
Description
Technical field
The present invention relates to technical field of building construction, particularly relate to elevator Telescopic folding Integral lifting core.
Background technology
Elevator is exactly the hoistway installing elevator, and the size of elevator hoistways determines according to elevator selection, on the borehole wall
Installing elevator rail and counterweight track, reserved door opening installs elevator door, and well headroom has elevator(lift) machine room.Architectural shaft/elevator
Well climbs the mould bases category as building template, and in building mould crawling process, body has not been along with high-building construction technique
Disconnected renewal, traditional vertical shaft cylinder mold technique has become as the bottleneck of QUICK CONSTRUCTION TECHNOLOGY OF HIGH-RISE BUILDINGS.China Authorization Notice No.: CN
201671327 U, authorized announcement date: 2010.12.15, denomination of invention: tool type gear self-climbing barrel template；China's Authorization Notice No.:
CN 201671326 U, authorized announcement date: 2010.12.15, denomination of invention: Instrumental-type hydraulic self-climbing barrel framework, opened tool-type
Vertical shaft climbs the development new tendency of mould bases, traditional manual operation technique rises to electronic programme-control, implements cylinder mould automatic
Climb, beyond doubt the once leap of cylinder mold technique.But it is not enough to still suffer from some, such as: cylinder mould with four post cantilever climbing frames as fulcrum,
Enforcement is climbed, and is not only structure stress unnecessary, it is important to four cantilever masts are arranged, and causes transport, installs inconvenience, and only this item is just
This technology may be made to be kept in detention；Additionally install on connecting structure with headstock at cylinder mould, lack simple and direct effective measures.At present
The method setting up frame pipe support shuttering, this kind of construction method is mainly used when Shaft of High-rise Buildings, elevator concreting
After not completing one section, need hand ejection during next section of construction, again set up frame pipe and formwork supporting plate, the demoulding is repeated several times, sets up frame
Pipe and formwork supporting plate, time-consuming, cost is high.
Summary of the invention
For solving the problems referred to above, the present invention is directed to the deficiencies in the prior art, it is provided that elevator Telescopic folding is overall
Enhancing tube mould, uses adjusting rod and hydraulic cylinder with double piston rods, upper and lower two groups of horizontal demouldings, and stripping result is good, and simple in construction becomes
This is low.
For reaching above-mentioned purpose, the present invention adopts the following technical scheme that realization:
Elevator Telescopic folding Integral lifting core, is made up of operating platform, electrical lift shaft form.
Operating platform by platform steel plate, regulation bolt, supporting leg, platform framework, supporting leg join ferrum, platform suspension ring, support crossbeam,
Supporting leg bearing, steel wire rope, reserving hole form, platform steel plate, regulation bolt, supporting leg, platform framework, supporting leg joins ferrum, platform hangs
Ring, support crossbeam, supporting leg bearing are integral at installation on ground.
After tower crane and steel wire rope lifting are in place, 4 supporting legs slide to wall preformed hole on elevator shear wall metope
During hole, automatically slip in preformed hole hole under self supporting leg joins the action of gravity of ferrum.Article 4, supporting leg entrance elevator shear wall is pre-
Box out behind hole, operating platform is fallen after rise downwards 130-150mm, make 4 supporting legs be securely supported in preformed hole hole.
The regulation bolt that four corners of regulation platform steel plate are arranged so that operating platform is up to the standard stationary state, thus
Form a firm platform system be used for supporting electrical lift shaft form and bear construction loads and transfer the load to elevator and cut
On power wall.
Electrical lift shaft form is by tube template, template framework, hinge middle mold, hinge angle mould, hydraulic pressure A cylinder, A cylinder stopper rod, hydraulic pressure B
Cylinder, adjusting rod, template hanger, regulation bearing, B cylinder stopper rod, hydraulic pressure C cylinder, C cylinder stopper rod, hydraulic pressure D cylinder, D cylinder stopper rod composition, cylinder mould
Sheet material matter uses 1.5mm cold-rolling steel-plate punch to form, the square of elevator generally rule, therefore uses 2 pieces of tube templates to pass through
Hinge middle mold connects into regular tetragonal one side, first by 4 hinge angle moulds with 4 pieces of tube templates linked together the most again
It is that a circle constitutes electrical lift shaft form that tail is sequentially connected with, and it is an inner hollow that 4 pieces of tube templates linked together vertically interweave
Tetragonal body, and edges and corners employing hinge angle mould connection, facilitate electrical lift shaft form to keep concordance when upholding or shrink.
Template framework is fixedly welded on the back side of each tube template, respectively in tiltedly on the upside of electrical lift shaft form inner vertical direction
To being provided with longitudinal hydraulic pressure A cylinder, transverse hydraulic B cylinder, there are longitudinal hydraulic pressure C cylinder, transverse hydraulic D cylinder in downside in angularly disposed respectively；2
It is solid respectively that block tube template connects into the rule square upper and lower side of tube template backside template lower portion vertical direction, left side on one side
Surely being welded with adjusting rod, each adjusting rod right part is fixedly welded with regulation bearing respectively.
Longitudinal hydraulic pressure A cylinder, transverse hydraulic B cylinder, longitudinal hydraulic pressure C cylinder, transverse hydraulic D cylinder are hydraulic cylinder with double piston rods, liquid
Press the end of the two ends C cylinder stopper rod of the end of ends A cylinder stopper rod of A cylinder, the end of two ends B cylinder stopper rod of hydraulic pressure B cylinder, hydraulic pressure C cylinder
Portion, hydraulic pressure D cylinder two ends D cylinder stopper rod end respectively with respective side adjusting rod on regulate bearing the most hinged.
By the way of hydraulic pressure, upper and lower both sides carry out the scalable demoulding simultaneously, are become anistree when electrical lift shaft form draws in from corner, overall
Size reduction about 200mm, puts on operating platform.
When needs pour elevator, by four longitudinal hydraulic pressure A cylinders, transverse hydraulic B cylinder, longitudinal hydraulic pressure C cylinder, transverse hydraulic
The two ends double piston-rod of D cylinder is stretched out, and after reaching the stretched condition of maximum, and ensures that electrical lift shaft form horizontal direction is square
Structure, vertical direction perpendicularity meet construction process requirement, and workmen pours mixed the outside of electrical lift shaft form according to design
Solidifying soil, the structure that electrical lift shaft form makes concrete casting be elevator, owing to electrical lift shaft form is one piece of overall structure, electricity
The inner wall smooth of stair shaft, when concrete strength reaches more than the 30% of design strength, by the way of hydraulic pressure, upper and lower both sides are simultaneously
Carrying out the scalable demoulding, become anistree when electrical lift shaft form draws in from corner, overall dimensions reduces about 200mm, puts into operation
On platform.Promote after drawing template in, brush interleaving agent, repeat above step and carry out last layer construction.
Use, four longitudinal hydraulic pressure A cylinders, transverse hydraulic B cylinder, longitudinal directions are rotated when hinge middle mold and hinge angle mould are for shrinking
Hydraulic pressure C cylinder, transverse hydraulic D cylinder are used for shrinking, open electrical lift shaft form and support electrical lift shaft form, during pressurized drum formwork plate and
Template framework is indeformable, makes formwork precision reach construction requirement, locked hydraulic cylinder, prevents electrical lift shaft form in concrete construction
Deformation.
Further, use the construction of elevator Telescopic folding Integral lifting core: splicing structure integral rigidity is good, Gu
Fixed rationally formwork precision is easy to control, improves Surface Quality of Concrete, can reach clear-water concrete design requirement；Simple in construction,
Easy to operate, safe and reliable, construct next floor time former splicing structure constant, saving of work and time, project progress significantly improves；Template
Being hardly damaged, perpendicularity is easy to control, and the number of turnover is many.
Compared with prior art, the invention has the beneficial effects as follows:
Elevator Telescopic folding Integral lifting core disclosed by the invention, is made up of operating platform, electrical lift shaft form.
Operating platform is integral at installation on ground, after tower crane and steel wire rope lifting are in place, are used for supporting electrical lift shaft form and execute with bearing
Work load also transfers the load on elevator shear wall；Electrical lift shaft form uses 2 pieces of tube templates to be connected into by hinge middle mold
The tetragonal one side of rule, being sequentially connected with by 4 hinge angle mould head and the tail with 4 pieces of tube templates linked together is one the most again
Circle constitutes electrical lift shaft form, and it is the tetragonal body of an inner hollow that 4 pieces of tube templates linked together vertically interweave, and it is internal perpendicular
Nogata to be provided with hydraulic cylinder for shrink, open electrical lift shaft form and support electrical lift shaft form, during pressurized drum formwork plate and
Template framework is indeformable, makes formwork precision reach construction requirement, can be widely applied to various use in building construction of lift well.
Accompanying drawing explanation
Fig. 1 is the operating platform structural representation of the present invention；
Fig. 2 is that the operating platform entirety of the present invention promotes schematic diagram；
Fig. 3 be the present invention operating platform entirety promote after scheme of installation；
Fig. 4 is the cylinder mould plan structure schematic diagram of the present invention；
Fig. 5 is the cylinder mould side structure schematic diagram of the present invention；
Fig. 6 is that the cylinder mode structure of the present invention draws schematic diagram in；
Fig. 7 is the A-A cross-sectional view of Fig. 4；
In figure: 1-operating platform, 2-platform steel plate, 3-regulation bolt, 4-supporting leg, 5-platform framework, 6-supporting leg join ferrum, 7-
Platform suspension ring, 8-support crossbeam, 9-supporting leg bearing, 10-steel wire rope, 11-reserving hole, 12-tube template, 13-template framework,
14-hinge middle mold, 15-hinge angle mould, 16-hydraulic pressure A cylinder, 17-A cylinder stopper rod, 18-hydraulic pressure B cylinder, 19-adjusting rod, 20-template are hung
Ear, 21-regulate bearing, 22-B cylinder stopper rod, 23-hydraulic pressure C cylinder, 24-C cylinder stopper rod, 25-hydraulic pressure D cylinder, 26-D cylinder stopper rod, 27-elevator
Shaft drum form, 28-elevator shear wall.
Detailed description of the invention
Below in conjunction with Figure of description, the present invention is described in detail, it should be noted that the enforcement of the present invention does not limits
In following embodiment.
Elevator Telescopic folding Integral lifting core, is made up of operating platform 1, electrical lift shaft form 27.
As shown in Fig. 1-Fig. 3, operating platform 1 is joined ferrum by platform steel plate 2, regulation bolt 3, supporting leg 4, platform framework 5, supporting leg
6, platform suspension ring 7, support crossbeam 8, supporting leg bearing 9, steel wire rope 10, reserving hole 11 form, platform steel plate 2, regulation bolt 3,
Supporting leg 4, platform framework 5, supporting leg join ferrum 6, platform suspension ring 7, to support crossbeam 8, supporting leg bearing 9 integral at installation on ground.
Through tower crane and steel wire rope 10 lift in place after, 4 supporting legs 4 slide to wall on elevator shear wall 28 metope in advance
Box out hole 11 time, automatically slip under self supporting leg joins the action of gravity of ferrum 6 in reserving hole 11 hole.Article 4, supporting leg 4 enters elevator
After well shear wall 28 reserving hole 11, fall downwards operating platform 1 after rise 130-150mm, make 4 supporting legs 4 be securely supported on pre-
Box out in hole, hole 11.
The regulation bolt 3 that 2 four corners of regulation platform steel plate are arranged so that operating platform 1 is up to the standard stationary state, from
And form a firm platform system for supporting electrical lift shaft form 27 and bearing construction loads and transfer the load to elevator
On well shear wall 28.
As shown in Fig. 4-Fig. 7, electrical lift shaft form 27 is by tube template 12, template framework 13, hinge middle mold 14, hinge angle mould
15, hydraulic pressure A cylinder 16, A cylinder stopper rod 17, hydraulic pressure B cylinder 18, adjusting rod 19, template hanger 20, regulation bearing 21, B cylinder stopper rod 22, liquid
Pressure C cylinder 23, C cylinder stopper rod 24, hydraulic pressure D cylinder 25, D cylinder stopper rod 26 form, tube template 12 material use 1.5mm cold-rolling steel-plate punch and
Become, the square of elevator generally rule, therefore it is tetragonal to use 2 pieces of tube templates 12 to connect into rule by hinge middle mold 14
On one side, being sequentially connected with by 4 hinge angle mould 15 head and the tail with 4 pieces of tube templates linked together 12 is that a circle constitutes electricity the most again
It is the tetragonal body of an inner hollow that ladder 27,4 pieces of tube templates linked together 12 of shaft drum form vertically interweave, and edges and corners employing
Hinge angle mould 15 connects, and facilitates electrical lift shaft form 27 to keep concordance when upholding or shrink.
Template framework 13 is fixedly welded on the back side of each tube template 12, divides on the upside of electrical lift shaft form 27 inner vertical direction
Do not have longitudinal hydraulic pressure A cylinder 16, transverse hydraulic B cylinder 18 in angularly disposed, downside respectively in angularly disposed have longitudinal hydraulic pressure C cylinder 23,
Transverse hydraulic D cylinder 25；2 pieces of tube templates 12 connect into rule square left side tube template 12 backside template framework 13 inside on one side
The upper and lower side of vertical direction is fixedly welded with adjusting rod 19 respectively, and each adjusting rod 19 right part is fixedly welded with regulation respectively
Seat 21.
Longitudinal hydraulic pressure A cylinder 16, transverse hydraulic B cylinder 18, longitudinal hydraulic pressure C cylinder 23, transverse hydraulic D cylinder 25 are double piston-rod liquid
Cylinder pressure, the end of ends A cylinder stopper rod 17 of hydraulic pressure A cylinder 16, the end of two ends B cylinder stopper rod 22 of hydraulic pressure B cylinder 18, hydraulic pressure C cylinder 23
The end of two ends C cylinder stopper rod 24, hydraulic pressure D cylinder 25 two ends D cylinder stopper rod 26 end respectively with on respective side adjusting rod 19
Regulation bearing 21 is the most hinged.By the way of hydraulic pressure, upper and lower both sides carry out the scalable demoulding, elevator shaft simultaneously
Become anistree when mould 27 draws in from corner, overall dimensions reduces about 200mm, puts on operating platform 1.
When needs pour elevator, by four longitudinal hydraulic pressure A cylinders 16, transverse hydraulic B cylinder 18, longitudinal hydraulic pressure C cylinder 23, horizontal stroke
Two ends double piston-rod to hydraulic pressure D cylinder 25 is stretched out, and after reaching the stretched condition of maximum, and ensures electrical lift shaft form 27 horizontal direction
Meeting construction process requirement for square structure, vertical direction perpendicularity, workmen depends in the outside of electrical lift shaft form 27
According to design casting concrete, the structure that electrical lift shaft form 27 makes concrete casting be elevator, owing to electrical lift shaft form 27 is
One piece of overall structure, the inner wall smooth of elevator, when concrete strength reaches more than the 30% of design strength, by hydraulic pressure
The upper and lower both sides of mode carry out the scalable demoulding simultaneously, are become anistree when electrical lift shaft form 27 draws in from corner, and overall dimensions reduces
About 200mm, puts on operating platform 1.Promote after drawing template in, brush interleaving agent, repeat above step and carry out last layer
Construction.
Use, four longitudinal hydraulic pressure A cylinders 16, transverse hydraulic B are rotated when hinge middle mold 14 and hinge angle mould 15 are for shrinking
Cylinder 18, longitudinal hydraulic pressure C cylinder 23, transverse hydraulic D cylinder 25 are used for shrinking, opening electrical lift shaft form 27 and support electrical lift shaft form 27,
During pressurized, drum formwork plate 12 and template framework 13 are indeformable, make formwork precision reach construction requirement, locked hydraulic cylinder, prevent electricity
Ladder shaft drum form 27 deforms in concrete construction.
The above, be only presently preferred embodiments of the present invention, and the present invention not does any pro forma restriction, every depends on
Any simple modification of substantially being made above example according to the technology of the present invention, method, equivalent variations, each fall within the present invention
Protection domain within.
Claims (4)
1. elevator Telescopic folding Integral lifting core, electrical lift shaft form is by tube template, template framework, hinge middle mold, hinge
Chain angle mould, hydraulic pressure A cylinder, A cylinder stopper rod, hydraulic pressure B cylinder, adjusting rod, template hanger, regulation bearing, B cylinder stopper rod, hydraulic pressure C cylinder, C cylinder plug
Bar, hydraulic pressure D cylinder, D cylinder stopper rod form；It is characterized in that: described tube template material uses 1.5mm cold-rolling steel-plate punch to form, and adopts
Connect into regular tetragonal one side with 2 pieces of tube templates by hinge middle mold, lead to 4 pieces of tube templates linked together the most again
Cross edges and corners using 4 hinge angle mould head and the tail to be sequentially connected with is that a circle constitutes electrical lift shaft form, 4 pieces of tube templates linked together
Vertical intertexture is the tetragonal body of an inner hollow.
Elevator Telescopic folding Integral lifting core the most according to claim 1, it is characterised in that: described template framework
It is fixedly welded on the back side of each tube template, on the upside of described electrical lift shaft form inner vertical direction, has longitudinal direction in angularly disposed respectively
Hydraulic pressure A cylinder, transverse hydraulic B cylinder, there are longitudinal hydraulic pressure C cylinder, transverse hydraulic D cylinder in downside in angularly disposed respectively；2 pieces of tube templates connect
The rule square upper and lower side of tube template backside template lower portion vertical direction, left side on one side is become to be fixedly welded with regulation respectively
Bar, each described adjusting rod right part is fixedly welded with regulation bearing respectively.
Elevator Telescopic folding Integral lifting core the most according to claim 1, it is characterised in that: described longitudinal hydraulic pressure
A cylinder, transverse hydraulic B cylinder, longitudinal hydraulic pressure C cylinder, transverse hydraulic D cylinder are hydraulic cylinder with double piston rods, the ends A of described hydraulic pressure A cylinder
The end of cylinder stopper rod, the end of two ends B cylinder stopper rod of hydraulic pressure B cylinder, the end of two ends C cylinder stopper rod of hydraulic pressure C cylinder, hydraulic pressure D cylinder
The end of two ends D cylinder stopper rod is the most hinged with regulation bearing on respective side adjusting rod respectively.
Elevator Telescopic folding Integral lifting core the most according to claim 1, it is characterised in that: described elevator shaft
Become anistree when mould draws in from corner, overall dimensions reduces 180-200mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610695280.1A CN106193586A (en) | 2016-08-19 | 2016-08-19 | Elevator Telescopic folding Integral lifting core |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610695280.1A CN106193586A (en) | 2016-08-19 | 2016-08-19 | Elevator Telescopic folding Integral lifting core |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN106193586A true CN106193586A (en) | 2016-12-07 |
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ID=57522280
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610695280.1A Pending CN106193586A (en) | 2016-08-19 | 2016-08-19 | Elevator Telescopic folding Integral lifting core |
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| CN (1) | CN106193586A (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107178204A (en) * | 2017-05-18 | 2017-09-19 | 歌山建设集团有限公司 | Elevator electric hydaulic construction platform device and the elevator shear wall construction method |
| CN111877749A (en) * | 2020-08-01 | 2020-11-03 | 河北建设集团股份有限公司 | Integral lifting type elevator shaft template and elevator shaft template supporting method |
| CN114673344A (en) * | 2022-04-22 | 2022-06-28 | 中化学路桥建设有限公司 | Self-lifting construction method and construction device for internal mold of elevator shaft of building |
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| US5198246A (en) * | 1990-09-27 | 1993-03-30 | Monoform, Inc. | Concrete molding device |
| CN2205444Y (en) * | 1994-06-06 | 1995-08-16 | 马吉先 | Well shaft working device |
| CN2237085Y (en) * | 1995-08-02 | 1996-10-09 | 北京利建模板公司 | Integrate lifting shuttlering of three shaft hinged telescopic lift pit shaft |
| CN2525161Y (en) * | 2001-02-08 | 2002-12-11 | 周敬慈 | Lift well mould |
| CN2667076Y (en) * | 2003-12-26 | 2004-12-29 | 北京城建一建设工程有限公司 | Shuttering support four-side synchronous driving device |
| CN201318022Y (en) * | 2008-12-17 | 2009-09-30 | 贵州建工集团总公司 | Connection and supporting structure for large template |
| CN202627493U (en) * | 2012-06-14 | 2012-12-26 | 江苏建筑职业技术学院 | Combined template for constructing elevator shaft |
-
2016
- 2016-08-19 CN CN201610695280.1A patent/CN106193586A/en active Pending
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US5198246A (en) * | 1990-09-27 | 1993-03-30 | Monoform, Inc. | Concrete molding device |
| CN2205444Y (en) * | 1994-06-06 | 1995-08-16 | 马吉先 | Well shaft working device |
| CN2237085Y (en) * | 1995-08-02 | 1996-10-09 | 北京利建模板公司 | Integrate lifting shuttlering of three shaft hinged telescopic lift pit shaft |
| CN2525161Y (en) * | 2001-02-08 | 2002-12-11 | 周敬慈 | Lift well mould |
| CN2667076Y (en) * | 2003-12-26 | 2004-12-29 | 北京城建一建设工程有限公司 | Shuttering support four-side synchronous driving device |
| CN201318022Y (en) * | 2008-12-17 | 2009-09-30 | 贵州建工集团总公司 | Connection and supporting structure for large template |
| CN202627493U (en) * | 2012-06-14 | 2012-12-26 | 江苏建筑职业技术学院 | Combined template for constructing elevator shaft |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107178204A (en) * | 2017-05-18 | 2017-09-19 | 歌山建设集团有限公司 | Elevator electric hydaulic construction platform device and the elevator shear wall construction method |
| CN111877749A (en) * | 2020-08-01 | 2020-11-03 | 河北建设集团股份有限公司 | Integral lifting type elevator shaft template and elevator shaft template supporting method |
| CN114673344A (en) * | 2022-04-22 | 2022-06-28 | 中化学路桥建设有限公司 | Self-lifting construction method and construction device for internal mold of elevator shaft of building |
| CN114673344B (en) * | 2022-04-22 | 2022-12-02 | 中化学建设集团有限公司 | Self-lifting construction method and construction device for internal mold of elevator shaft of building |
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| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20161207 |
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