CN108385967A - The construction method of elevator shaft integral mold plate system and elevator shaft - Google Patents
The construction method of elevator shaft integral mold plate system and elevator shaft Download PDFInfo
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- CN108385967A CN108385967A CN201710740175.XA CN201710740175A CN108385967A CN 108385967 A CN108385967 A CN 108385967A CN 201710740175 A CN201710740175 A CN 201710740175A CN 108385967 A CN108385967 A CN 108385967A
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- framework
- elevator shaft
- cyclic annular
- keel
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- 238000010276 construction Methods 0.000 title claims abstract description 28
- 125000004122 cyclic group Chemical group 0.000 claims abstract description 43
- 238000009434 installation Methods 0.000 claims abstract description 12
- 239000000463 material Substances 0.000 claims description 7
- 238000000465 moulding Methods 0.000 claims description 7
- 230000000630 rising effect Effects 0.000 claims description 5
- 229910000838 Al alloy Inorganic materials 0.000 claims description 4
- 230000009467 reduction Effects 0.000 claims description 3
- 238000009415 formwork Methods 0.000 abstract description 4
- 238000000034 method Methods 0.000 description 9
- 239000003795 chemical substances by application Substances 0.000 description 8
- 230000008569 process Effects 0.000 description 5
- 238000005266 casting Methods 0.000 description 4
- 230000000694 effects Effects 0.000 description 4
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- 229910000755 6061-T6 aluminium alloy Inorganic materials 0.000 description 1
- 230000008901 benefit Effects 0.000 description 1
- 230000033228 biological regulation Effects 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 230000001112 coagulating effect Effects 0.000 description 1
- 239000011248 coating agent Substances 0.000 description 1
- 238000000576 coating method Methods 0.000 description 1
- 230000000052 comparative effect Effects 0.000 description 1
- 229910003460 diamond Inorganic materials 0.000 description 1
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- 238000005516 engineering process Methods 0.000 description 1
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- QQONPFPTGQHPMA-UHFFFAOYSA-N propylene Natural products CC=C QQONPFPTGQHPMA-UHFFFAOYSA-N 0.000 description 1
- 125000004805 propylene group Chemical group [H]C([H])([H])C([H])([*:1])C([H])([H])[*:2] 0.000 description 1
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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
- E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
- E04G11/06—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for walls, e.g. curved end panels for wall shutterings; filler elements for wall shutterings; shutterings for vertical ducts
- E04G11/20—Movable forms; Movable forms for moulding cylindrical, conical or hyperbolical structures; Templates serving as forms for positioning blocks or the like
- E04G11/22—Sliding forms raised continuously or step-by-step and being in contact with the poured concrete during raising and which are not anchored in the hardened concrete; Arrangements of lifting means therefor
-
- 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
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The invention belongs to civil construction technical fields, a kind of elevator shaft integral mold plate system and the construction method of elevator are provided, including multiple columns, the keel framework that limit is connected between the two neighboring column and the adjusting part being connected between the two neighboring keel framework, multiple keel frameworks and multiple columns are in turn connected to form a closed cyclic annular framework, and the region area that the adjusting part can realize that the cyclic annular framework encloses is driven to become larger or reduce；By the cooperation of the ring-type framework and adjusting part, the reuse of demoulding and cyclic annular framework is realized, and then can solve that existing hoistway formwork installation difficulty is big, the problem with larger danger of constructing.
Description
Technical field
The invention belongs to applying for civil construction technical field more particularly to elevator shaft integral mold plate system and elevator shaft
Work method.
Background technology
In high-building construction, the general narrow and cylinder depth of elevator shaft is too big, and quality requirement is high, leads to elevator
Template installation difficulty is big, and in the construction process, the construction quality of electrical lift shaft form, progress has engineering in important influence, elevator
The factors such as verticality, flatness, the negative and positive angle Founder of the borehole wall directly affect installation quality, progress and the cost of elevator.Tradition
Using assembled template construction in bulk, the general narrow and cylinder depth of elevator shaft is too big, and quality requirement is high, is applied in elevator
Work scaffold building job platform carries out, and more influences the activity range in elevator, and construction causes hoistway formwork to be pacified
It is big to fill difficulty.And elevator inner frame body need to be removed one by one after the completion of constructing, it is that there are larger danger that frame body, which removes operation,.
Invention content
The purpose of the present invention is to provide a kind of elevator shaft integral mold plate systems, it is intended to solve existing hoistway formwork
Installation difficulty is big, the problem with larger danger of constructing.
The present invention solves in this way：A kind of elevator shaft integral mold plate system, including multiple columns, limit are connected to phase
Keel framework between adjacent two columns and the adjusting part being connected between the two neighboring keel framework, Duo Gesuo
It states keel framework and multiple columns is in turn connected to form a closed cyclic annular framework, the adjusting part is for adjusting institute
The region area that cyclic annular framework encloses is stated to become larger or reduce.
Further, the adjusting part includes the first connector being connected on the column medial surface and removable company
The second connector being connected on the column medial surface, and it is connected to two keel frameworks of the column both sides
On third connector and the 4th connector, the adjusting part further include across first connector and it is described second connection
The lead screw part of part, second connector drive the third connector and the 4th connection when being moved on the lead screw part
Part is opposite or is moved away from, and drives the keel framework of the column both sides opposite or is moved away from, so that the ring
Shape framework reduces or expands.
Further, it is hinged with the first rotating member between first connector and the third connector, described first
The second rotating member is hinged between connector and the 4th connector, between second connector and the third connector
It is hinged with third rotating member, the 4th rotating member is hinged between second connector and the 4th connector.
Further, first rotating member one end is rotatably connected on first connector, other end rotation connection
On the third connector, second rotating member one end is rotatably connected on first connector, other end rotation
It is connected on the 4th connector, third rotating member one end is rotatably connected on second connector, and the other end turns
Dynamic to be connected on the third connector, described 4th rotating member one end is rotatably connected on second connector, the other end
It is rotatably connected on the 4th connector.
Further, the keel frame includes multiple aluminum alloy plate materials mutually spliced, outside each keel frame
Mould plate is covered in being also associated on side.
The technique effect that elevator shaft integral mold plate system provided by the invention has compared with the prior art is：Pass through
Multiple columns and multiple keel frameworks are in turn connected to form a closed cyclic annular framework, and then can be formed when building elevator
The support of elevator inner wall, while the region area that the setting of adjusting part can drive the ring-type framework to enclose becomes larger or reduces,
And then it can be demoulded by reducing cyclic annular framework, and after elevator pours solidification since cyclic annular framework itself is one whole
Body, and then the elevator for continuing to continue after the completion after being increased by external equipment after demoulding pours；Design avoids in this way
The installation and removal repeatedly of Lift well mould, improve the efficiency of construction, while the safety is improved.
The present invention also provides a kind of construction method of elevator shaft, using elevator shaft integral mold plate system above-mentioned come
Implement, specifically includes following steps：
S1, by the column, the keel framework and the adjusting part, installation is complete in advance forms the cyclic annular framework；
S2, several lead screws through walls are installed in the keel framework；
S3, in the external template of outside mounting cylinder of the cyclic annular framework so that the shape and elevator of the cylinder exterior sheathing
The shape of well wall is identical, and makes the distance between the cylinder exterior sheathing and the cyclic annular framework for the elevator wall of setting
It is thick；
S4, base concrete is poured between the cylinder exterior sheathing and the cyclic annular framework；
After S5, concrete walls molding, the cylinder exterior sheathing and the lead screw through walls are removed, adjusting the adjusting part makes
Obtain the area reduction that the cyclic annular framework encloses so that the ring-type framework is detached from the concrete walls；
S6, it hangs the level height for rising the cyclic annular framework and adjusts the enclosing that the adjusting part makes the cyclic annular framework
Region becomes larger；
Then step S2~S6 is repeated, until completing the construction of elevator.
Further, in the step S1, after the completion of the ring-type framework assembly, on the outside of the keel frame in
It covers and is uniformly coated with releasing agent in mould plate.
Further, in the step S2, the lead screw through walls includes sleeve and the lead screw that is threaded through in the sleeve
The length of part, the sleeve is more than the elevator wall thickness, and the length of the lead screw part is more than the length of the sleeve.
Further, in the step S3, the cylinder exterior sheathing includes being parallel to the cyclic annular framework outside wall surface to set
Fastener of the overcoating mould plate set with being connected on the outside of the overcoating mould plate and for fixing the overcoating mould plate, the overcoating modeling
Plate is connected on the lead screw through walls.
Further, in the step S6, the cyclic annular framework is hung after rising, then first leveling adjusts the adjusting
Component make on the outside of the keel frame in cover mould plate and be fitted in the interior walls of the elevator of pouring molding.
The construction method of elevator shaft provided by the invention is relative to the technique effect that existing method has：By pre-
Cyclic annular framework is first assembled, and is placed on the region for needing to build elevator, the external template of mounting cylinder is then built, then pours
Concrete realizes the knockout course of inner template, this process by the way that adjusting part shrinks the ring-type framework after molding to be solidified
Relative to the mode of existing installation form removal, the safety of construction efficiency higher, construction is more preferable；And the cyclic annular framework demoulded
After crane hangs liter a distance, adjusts cyclic annular framework expansion and be connected on elevator inner wall, it is mixed so as to continue to implement
The casting process for coagulating soil, can save mould material in this way, while shorten the building time.
Description of the drawings
It to describe the technical solutions in the embodiments of the present invention more clearly, below will be to embodiment or description of the prior art
Needed in attached drawing be briefly described, it should be apparent that, the accompanying drawings in the following description be only the present invention some
Embodiment for those of ordinary skill in the art without having to pay creative labor, can also be according to these
Attached drawing obtains other attached drawings.
Fig. 1 is the structure chart of elevator shaft integral mold plate system provided in an embodiment of the present invention.
Fig. 2 is the structure chart of adjusting part in elevator shaft integral mold plate system provided in an embodiment of the present invention.
Fig. 3 is the flow chart of the construction method of elevator shaft provided in an embodiment of the present invention.
Specific implementation mode
In order to make the purpose , technical scheme and advantage of the present invention be clearer, with reference to the accompanying drawings and embodiments, right
The present invention is further elaborated.It should be appreciated that the specific embodiments described herein are merely illustrative of the present invention, and
It is not used in the restriction present invention.
It should be noted that when element is referred to as " being fixed on " or " being set to " another element, it can be directly another
On one element or it is connected on another element.When an element is known as " being connected to " another element, it can
To be directly to another element or be indirectly connected on another element.
It is to be appreciated that term " length ", " width ", "upper", "lower", "front", "rear", "left", "right", "vertical",
The orientation or positional relationship of the instructions such as "horizontal", "top", "bottom" "inner", "outside" is that orientation based on ... shown in the drawings or position are closed
System, is merely for convenience of description of the present invention and simplification of the description, not indicating or implying the indicated device or element must have
Specific orientation, with specific azimuth configuration and operation, therefore be not considered as limiting the invention.
In addition, term " first ", " second " are used for description purposes only, it is not understood to indicate or imply relative importance
Or implicitly indicate the quantity of indicated technical characteristic.Define " first " as a result, the feature of " second " can be expressed or
Implicitly include one or more this feature.In the description of the present invention, the meaning of " plurality " is two or more,
Unless otherwise specifically defined.
It please refers to shown in attached drawing 1 and Fig. 2, in embodiments of the present invention, provides a kind of elevator shaft integral mold plate system, wrap
Include multiple columns 10, limit is connected to the keel framework 20 between the two neighboring column 10 and is connected to the two neighboring keel
Adjusting part 30 between framework 20.Multiple columns 10 are connected in rule on a bottom plate 40,20 one end of keel framework
It is connected on the column 10, the other end is connected on another column 10.Multiple keel frameworks 20 and multiple columns 10 according to
Secondary connection forms a closed cyclic annular framework, which can be the framework of rectangular property, can also be circle or its
The framework of his polygon.The region that the adjusting part 30 can realize that the ring-type framework encloses is driven to become larger or reduce.The adjusting group
When part 30 is driven, the keel framework 20 and column 10 are subjected to displacement simultaneously, to realize that entire cyclic annular framework encloses region
It reduces or becomes larger.
The elevator shaft integral mold plate system designed above, is sequentially connected by multiple columns 10 and multiple keel frameworks 20
A closed cyclic annular framework is formed, and then the support of elevator inner wall can be formed when building elevator, while adjusting part 30
Setting can drive the ring-type framework enclose region area become larger or reduce, and then can after elevator pours solidification, lead to
The cyclic annular framework of diminution is crossed to demould, and since cyclic annular framework itself is an entirety, and then after demoulding can be by outside
The elevator that equipment continues to continue after the completion after being increased pours；Design avoids the installation and removal repeatedly of Lift well mould in this way,
The efficiency of construction is improved, while the safety is improved.
In addition, the setting of the keel framework 20 so that the ring-type framework itself carries operating platform, and then can be to avoid taking
If the process of scaffold operating platform.
Specifically, as depicted in figs. 1 and 2, in embodiments of the present invention, which includes being connected to the column 10
First on medial surface connector 32 and the second connector 33 for being mobily connected on 10 medial surface of column, and is connected respectively
The third connector 33 and the 4th connector 34 being connected in two of 10 both sides of the column keel frameworks 20.First connector
32 are preferably fixedly connected on the medial surface of the column 10, which limits the medial surface for being connected to the column 10
On, and can be moved under the effect of external force relative to the medial surface of the column 10.The adjusting part 30 further includes across this
The lead screw part 31 of first connector 32 and second connector 33 offers on first connector 32 and the second connector 33
With the through-hole of 31 screw-thread fit of lead screw part, limiting slot 11 is additionally provided on the internal face of the column 10, is connected on the lead screw part 31
Finite place piece 311, the locating part 311 are connected in the limiting slot 11, so that the lead screw part 31 rotates under external force
Displacement on vertical direction occurs for Shi Buneng, and then when lead screw part 31 rotates, second connector 33 is along the lead screw part 31
Lower movement.
Meanwhile the lead screw part 31, when rotating under external force, which moves vertically on the lead screw part 31
It is dynamic, and second connector 33 drives the third connector 33 and 34 phase of the 4th connector when being moved on the lead screw part 31
To or be moved away from；When wherein the third connector 33 and the 4th connector 34 move towards, what entire ring-type framework enclosed
Region area reduces；When the third connector 33 and the 4th connector 34 are moved away from, the area of entire ring-type framework enclosing
Domain area expands.Successively simultaneously, the keel framework 20 is driven to move when which moves, which moves
It drives another keel framework 20 to move when dynamic, and drives between the two vertical when the movement of adjacent two keel frameworks 20
Column 10 moves, to realize the expansion and diminution of entire cyclic annular framework.
Specifically, as shown in Fig. 2, in embodiments of the present invention, between first connector 32 and the third connector 33
It is hinged with the first rotating member 35, the second rotating member 36 is hinged between first connector 32 and the 4th connector 34, this
It is hinged with third rotating member 37 between two connectors 33 and the third connector 33, second connector 33 and the 4th connector
The 4th rotating member 38 is hinged between 34.First rotating member 35, the second rotating member 36 and third rotating member 37 and the 4th turn
Moving part 38 is preferably the arrangement that assumes diamond in shape, when can ensure that lead screw part 31 rotates in this way, first rotating member 35, the second rotating member 36
It cooperates with third rotating member 37 and the 4th rotating member 38 and completes the movement of the ring-type framework.
In embodiments of the present invention, which is rotatably connected on first connector 32, another
End is rotatably connected on the third connector 33, which is rotatably connected in first connector 32
On, the other end is rotatably connected on the 4th connector 34, which is rotatably connected in second company
On fitting 33, the other end is rotatably connected on the third connector 33, and 38 one end of the 4th rotating member is rotatably connected at this
On second connector 33, the other end is rotatably connected on the 4th connector 34.Design can ensure the adjusting part in this way
30 easy modulability.
Specifically, in embodiments of the present invention, which includes multiple aluminum alloy plate materials mutually spliced, while every
Mould plate is covered in being also associated on the one keel frame lateral surface, which is fitted in the keel framework 20, and this is interior
The outer surface for covering mould plate is flushed with the lateral surface of the column 10.
In the present embodiment, which needs uniformly to be coated with releasing agent before construction, in order to adjust group
When part 30 drives the ring-type framework to reduce, the process of demoulding can be better achieved.
In the present embodiment, the aluminum alloy mould plate material in the keel framework 20 is all made of 6061-T6 aluminium alloy extrusions, type
Material chemical composition, mechanical property should meet the regulation of standard GB/T/T3190, GB/T6892.The interior mould plate of covering (is gathered using PP
Propylene) the modern designs of plastics, have the characteristics that the high-quality of wooden template and plastic formwork, is convenient in this way and concrete layer is detached from.The column 10
Using stainless steel machinery proximate matter, to ensure the structural strength of cyclic annular framework entirety.
As shown in figure 3, the present invention also provides a kind of construction method of elevator shaft, use elevator shaft above-mentioned whole
Template system is implemented, and specifically includes following steps：
S1, by the column 10, the keel framework 20 and the adjusting part 30, installation is complete in advance forms the ring-type framework；
In this step, multiple columns 10 are now connected on which floor plate, preferably four herein, and four columns 10 are in
Then base of a fruit lattice keel framework 20 is connected on four columns 10 and forms a closed cyclic annular framework, at this by square arrangement
During a, adjusting part 30 is arranged between column 10 and keel framework 20；It is avoided outside the keel framework 20 simultaneously
Mould plate is covered in connecting, and releasing agent is uniformly coated in mould plate in interior cover.
S2, several lead screws through walls are installed in the keel framework 20；
In this step, the lead screw through walls perpendicular to this it is interior cover mould plate, the setting purpose of the lead screw through walls is after preventing
Occurs the problem of swollen mould when continuous concrete setting, while the setting of lead screw through walls is also convenient for the installation and tightly of follow-up cylinder exterior sheathing
Gu.
S3, the external template of outside mounting cylinder in the ring-type framework so that the shape of the cylinder exterior sheathing and the elevator and
The shape of the elevator wall is identical, and so that the distance between the cylinder exterior sheathing and the ring-type framework are the elevator of setting
Wall thickness；
In this step, the ring-type framework itself is arranged in the regional center for needing to build elevator, then in the ring-type
The outside of framework is arranged cylinder exterior sheathing, the cylinder exterior sheathing with this it is interior cover mould plate face, and then an envelope is formed among the two
The shape of the annular groove closed, the annular groove is configured according to actual demand, and the width of the annular groove is preferably preset
Elevator wall thickness.
S4, base concrete is poured between the cylinder exterior sheathing and the ring-type framework；
In this step, before which pours, advance reinforcement placing holder, and also needed to really before pouring
Recognize whether cylinder exterior sheathing reinforces stabilization, if there is leakage to wear, and finally stirred evenly with vibrating head pouring, during stirring evenly
Template, wall pipe, silk through walls etc. and elevator internal model related accessory must not be injured.
After S5, concrete formation, cylinder exterior sheathing and lead screw through walls are removed, adjusts the adjusting part 30 so that the ring-type frame
The area reduction that body encloses so that the ring-type framework is detached from the concrete walls；
In this step, the fixed structure for first removing the cylinder exterior sheathing, then removes exterior sheathing, then takes out all
Lead screw through walls, then with speeder wrench rotation adjusting part 30 on lead screw part 31 so that second connector 33 in the lead screw
It is moved on part 31, and then the third connector 33 and the 4th connector 34 is driven to move towards, so that the ring-type framework
It encloses region area to reduce, so that the interior of the ring-type framework surrounding covers the concrete walls that mould plate is detached from the solidification.
S6, it hangs the level height for rising the ring-type framework and adjusts the enclosing region that the adjusting part 30 makes the ring-type framework
Become larger；
In this step, since the ring-type framework has been detached from the concrete walls, and the ring-type framework itself or one
A entirety, and then can be increased the level height of the ring-type framework by lifting appliance, in order to continue to complete next round
Elevator concrete walls pour.
Then step S2~S6 is repeated, until completing the construction of elevator.
The construction method of the elevator shaft designed above by pre-assembled cyclic annular framework, and is placed on needs and builds
Then the region of elevator builds the external template of mounting cylinder, then casting concrete, passes through adjusting part 30 after molding to be solidified
It shrinks the ring-type framework and realizes the knockout course of inner template, mode of this process relative to existing installation form removal is applied
Work is more efficient, and the safety of construction is more preferable；And the cyclic annular framework demoulded is adjusted cyclic annular after crane hangs liter a distance
Framework expansion is connected on elevator inner wall, so as to continue to implement the casting process of concrete, can save template in this way
Material, while shortening the building time.
Specifically, in embodiments of the present invention, in step S1, after the completion of the ring-type framework assembly, in the keel frame
It is covered on the outside of frame and is uniformly coated with releasing agent in mould plate.
In the present embodiment, it after the releasing agent with comparative example according to being accordingly adjusted to uniformly, will be demoulded with hairbrush or sprayer
Agent brush is sprayed onto and covers mold upper plate, it is desirable that releasing agent coating is uniform, and covering is comprehensive, if encountering special circumstances (heavy rain) needs weight
New spraying releasing agent.
Specifically, in embodiments of the present invention, in step S2, which includes sleeve and is threaded through the sleeve
The length of interior lead screw part 31, the sleeve is more than the elevator wall thickness, and the length of the lead screw part 31 is more than the length of the sleeve.
In the present embodiment, the diameter of the sleeve is more than the diameter of the lead screw part 31, which passes through the cylinder
External template simultaneously fastens, the other end pass through this it is interior cover mould plate and fasten, design in this way can ensure cylinder exterior sheathing and ring-type frame
The tightness connected between body, it is to collapse, while the setting of sleeve is also prevented from concrete hair to prevent casting concrete
The problem of raw swollen mould.
Specifically, in embodiments of the present invention, in step S3, which includes being parallel to the ring-type framework
The overcoating mould plate of outside wall surface setting and the fastener for being connected on the outside of the overcoating mould plate and be used to fix the overcoating mould plate, this is overcoating
Mould plate is connected on the lead screw through walls.
Specifically, in embodiments of the present invention, in step S6, which is hung after rising, then first leveling is adjusted
Save the adjusting part 30 so that on the outside of the keel frame in cover mould plate and be fitted in the interior walls of the elevator of pouring molding.
Certainly, the elevator shaft integral mold plate system of the application can be also used for building and proposing for Double-shaft or more hoistways
It rises, difference is that the quantity of cyclic annular framework is different, namely according to actual demand select the cyclic annular frame of the different age of trees
Body is combined use.
The foregoing is merely illustrative of the preferred embodiments of the present invention, is not intended to limit the invention, all essences in the present invention
All any modification, equivalent and improvement etc., should all be included in the protection scope of the present invention made by within refreshing and principle.
Claims (10)
1. elevator shaft integral mold plate system, it is characterised in that：It is connected to the two neighboring column including multiple columns, limit
Between keel framework and the adjusting part that is connected between the two neighboring keel framework, multiple keel frameworks and more
A column is in turn connected to form a closed cyclic annular framework, and the adjusting part is enclosed for adjusting the cyclic annular framework
Region area become larger or reduce.
2. elevator shaft integral mold plate system as described in claim 1, it is characterised in that：The adjusting part includes being connected to
The first connector on the column medial surface and the second connector being mobily connected on the column medial surface, Yi Jifen
The third connector and the 4th connector not being connected in two keel frameworks of the column both sides, the adjusting part
Further include the lead screw part across first connector and second connector, second connector is on the lead screw part
The third connector and the 4th connector are driven when mobile in opposite directions or is moved away from, and the described of the column both sides is driven
Keel framework is opposite or is moved away from, so that the ring-type framework reduces or expands.
3. elevator shaft integral mold plate system as claimed in claim 2, it is characterised in that：First connector and described
It is hinged with the first rotating member between three connectors, the second rotation is hinged between first connector and the 4th connector
Part is hinged with third rotating member, second connector and described between second connector and the third connector
The 4th rotating member is hinged between four connectors.
4. elevator shaft integral mold plate system as claimed in claim 3, it is characterised in that：First rotating member one end rotates
It is connected on first connector, the other end is rotatably connected on the third connector, second rotating member one end
It is rotatably connected on first connector, the other end is rotatably connected on the 4th connector, the third rotating member one
End is rotatably connected on second connector, and the other end is rotatably connected on the third connector, the 4th rotating member
One end is rotatably connected on second connector, and the other end is rotatably connected on the 4th connector.
5. elevator shaft integral mold plate system according to any one of claims 1-4, it is characterised in that：The keel frame packet
Include multiple aluminum alloy plate materials mutually spliced, be also associated on each keel frame lateral surface in cover mould plate.
6. the construction method of elevator shaft, it is characterised in that：It uses elevator shaft as described in any one in claim 1-5 whole
Body template system is implemented, and following steps are specifically included：
S1, by the column, the keel framework and the adjusting part, installation is complete in advance forms the cyclic annular framework；
S2, several lead screws through walls are installed in the keel framework；
S3, in the external template of outside mounting cylinder of the cyclic annular framework so that the shape of the cylinder exterior sheathing and elevator wall
The shape of wall is identical, and makes the distance between the cylinder exterior sheathing and the cyclic annular framework for the elevator wall thickness of setting；
S4, base concrete is poured between the cylinder exterior sheathing and the cyclic annular framework；
After S5, concrete walls molding, the cylinder exterior sheathing and the lead screw through walls are removed, the adjusting part is adjusted and makes institute
State the area reduction that cyclic annular framework encloses so that the ring-type framework is detached from the concrete walls；
S6, it hangs the level height for rising the cyclic annular framework and adjusts the enclosing region that the adjusting part makes the cyclic annular framework
Become larger；
Then step S2~S6 is repeated, until completing the construction of elevator.
7. the construction method of elevator shaft as claimed in claim 6, it is characterised in that：In the step S1, the ring-type
After the completion of framework assembly, on the outside of the keel frame in cover and be uniformly coated with releasing agent in mould plate.
8. the construction method of elevator shaft as claimed in claim 6, it is characterised in that：It is described through walls in the step S2
Lead screw includes sleeve and the lead screw part that is threaded through in the sleeve, and the length of the sleeve is more than the elevator wall thickness, and described
The length of lead screw part is more than the length of the sleeve.
9. the construction method of elevator shaft as claimed in claim 6, it is characterised in that：In the step S3, the cylinder
Exterior sheathing includes being parallel to the overcoating mould plate of the cyclic annular framework outside wall surface setting and being connected on the outside of the overcoating mould plate to be used in combination
In the fastener of the fixation overcoating mould plate, the overcoating mould plate is connected on the lead screw through walls.
10. the construction method of elevator shaft as claimed in claim 6, it is characterised in that：In the step S6, by the ring
Shape framework is hung rise after, first leveling, then adjust the adjusting part make on the outside of the keel frame in cover mould plate and be fitted in
In the interior walls of the elevator of pouring molding.
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| CN201710740175.XA CN108385967A (en) | 2017-08-25 | 2017-08-25 | The construction method of elevator shaft integral mold plate system and elevator shaft |
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| CN201710740175.XA CN108385967A (en) | 2017-08-25 | 2017-08-25 | The construction method of elevator shaft integral mold plate system and elevator shaft |
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Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
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| CN112049152A (en) * | 2020-09-14 | 2020-12-08 | 北京卓良模板工程有限公司 | Telescopic cylinder mould |
| CN113202294A (en) * | 2021-05-24 | 2021-08-03 | 扬州赛创新材料科技有限公司 | Hoisting type elevator shaft pouring mold |
| CN114508231A (en) * | 2022-03-11 | 2022-05-17 | 天津住宅集团建设工程总承包有限公司 | Rapid combination construction method for I-steel assembly |
| CN114508231B (en) * | 2022-03-11 | 2024-05-24 | 天津住宅集团建设工程总承包有限公司 | Quick combination construction method for I-steel component |
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| CN112049152A (en) * | 2020-09-14 | 2020-12-08 | 北京卓良模板工程有限公司 | Telescopic cylinder mould |
| CN113202294A (en) * | 2021-05-24 | 2021-08-03 | 扬州赛创新材料科技有限公司 | Hoisting type elevator shaft pouring mold |
| CN114508231A (en) * | 2022-03-11 | 2022-05-17 | 天津住宅集团建设工程总承包有限公司 | Rapid combination construction method for I-steel assembly |
| CN114508231B (en) * | 2022-03-11 | 2024-05-24 | 天津住宅集团建设工程总承包有限公司 | Quick combination construction method for I-steel component |
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