CN109025257A - A kind of form frame system for building - Google Patents
A kind of form frame system for building Download PDFInfo
- Publication number
- CN109025257A CN109025257A CN201810877307.8A CN201810877307A CN109025257A CN 109025257 A CN109025257 A CN 109025257A CN 201810877307 A CN201810877307 A CN 201810877307A CN 109025257 A CN109025257 A CN 109025257A
- Authority
- CN
- China
- Prior art keywords
- liter
- construction
- building
- climbing
- form frame
- 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.)
- Pending
Links
- 238000010276 construction Methods 0.000 claims abstract description 74
- 230000009194 climbing Effects 0.000 claims abstract description 58
- 239000004035 construction material Substances 0.000 claims abstract description 13
- 239000000463 material Substances 0.000 claims description 23
- 238000003780 insertion Methods 0.000 claims description 3
- 230000037431 insertion Effects 0.000 claims description 3
- 230000000630 rising effect Effects 0.000 claims 1
- 238000009415 formwork Methods 0.000 abstract description 68
- 241000288140 Gruiformes Species 0.000 description 52
- 229910000831 Steel Inorganic materials 0.000 description 30
- 239000010959 steel Substances 0.000 description 30
- 238000000034 method Methods 0.000 description 12
- 238000009435 building construction Methods 0.000 description 8
- 230000008901 benefit Effects 0.000 description 7
- 238000005553 drilling Methods 0.000 description 6
- 239000012530 fluid Substances 0.000 description 6
- 238000009434 installation Methods 0.000 description 6
- 238000005457 optimization Methods 0.000 description 5
- 230000005484 gravity Effects 0.000 description 3
- 235000013399 edible fruits Nutrition 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 230000003028 elevating effect Effects 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 239000007788 liquid Substances 0.000 description 2
- 210000003205 muscle Anatomy 0.000 description 2
- 230000003014 reinforcing effect Effects 0.000 description 2
- 230000007704 transition Effects 0.000 description 2
- 238000003466 welding Methods 0.000 description 2
- -1 Work tool Substances 0.000 description 1
- 230000006978 adaptation Effects 0.000 description 1
- 230000008602 contraction Effects 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 239000000725 suspension Substances 0.000 description 1
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
-
- 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
- E04G11/28—Climbing forms, i.e. forms which are not in contact with the poured concrete during lifting from layer to layer and which are anchored in the hardened concrete
Landscapes
- 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 discloses a kind of form frame systems for building, including climbing unit for the inside on the inside of building body to be arranged in, the inside climb unit include the second climbing system and jack-up system, construction operation platform and construction equipment are provided on second climbing system and jack-up system, construction material accommodates platform, the inside unit that climbs further includes hanging liter system and lifting device, described hang is provided with construction operation platform and construction equipment in liter system, construction material accommodates platform, the lifting device is used to provide upward tractive force to hang liter system, it can be along the intracorporal Core Walls Structure of building or hoistway so that hanging liter system, it is elevated in the vertical direction；It further include for realizing the connector that liter system is fixedly connected with building body is hung.The implementation of this mould bases is easily achieved, while compared to existing formwork system, having better economy in the case where guaranteeing construction efficiency.
Description
Technical field
The present invention relates to technical field of building construction, more particularly to a kind of form frame system for building.
Background technique
The formwork system of world wide construction of super highrise building mainly has 828 meters high of world's highest being completed in 2010 to build
The DOKA formwork system of Dubai, UAE Harry method tower use is built, this represent former world construction of super highrise building highest levels；
Country's construction of super highrise building generallys use at present and the entirety for occuping the formwork system of world technology and having Shanghai to build work is climbed
The big backform formwork system of lift steel platform formwork system and Chinese architecture.
The former the shortcomings that is: platform effectively carries deficiency, is unable to satisfy the requirement of material distributing machine installation and construction material pile.
The shortcomings that the latter is the requirement for being able to satisfy material pile and material distributing machine the shortcomings that overcoming the former and laying in platform, and appropriate is mentioned
High part construction effect, but bring it is new the disadvantage is that: platform self weight is excessive, and center of gravity is excessively high, and the installation preparatory period is long, installs
The time expended in journey is long and usually requires cooperation of stopping work；In jacking, the connection of frame body and building structure need to be designed specially and right
Building body is modified, and makes the preparation and lifting operation overlong time of each frame body jacking；Key operation face effective operation is empty
Between it is insufficient, the opposite duration that the former improves is unobvious, and reuses that effect is poor, and disposable investment is high, overall economic efficiency phase
Outstanding advantage is had no than the former.
For advantage existing for formwork system in the prior art and problem, in the prior art, occur such as application No. is
2017105747240, invention and created name is a kind of technical solution of the comprehensive form frame system of construction of super highrise building, the technical side
Case compared to the prior art, provide a kind of bearing capacity it is more preferable, from heavy and light, the technical solution that center of gravity is low, safety of structure is good；It should
Technical solution provides one kind can systematization, integrated and modular technical solution；The present solution provides a kind of adaptations
Property it is good, conducive to construction flexibility technical solution；The present solution provides a kind of technical solutions of good economy performance.
The structure design for advanced optimizing the mould bases for construction, is those skilled in the art's technology urgently to be resolved
Problem.
Summary of the invention
It is those skilled in the art for the structure design for advanced optimizing the mould bases for construction set forth above
Technical problem urgently to be resolved, the present invention provides a kind of form frame system for building, the implementation of this mould bases is easily achieved, and is compared simultaneously
In existing formwork system, there is better economy in the case where guaranteeing construction efficiency.
The technological means of this programme is as follows, a kind of form frame system for building, in for being arranged on the inside of building body
Climb unit in portion, and the inside unit that climbs includes the second climbing system and jack-up system, second climbing system and jacking
Construction operation platform and construction equipment are provided in system, construction material accommodates platform, the inside unit that climbs further includes
Hang liter system and lifting device, it is described hang be provided with construction operation platform in liter system and construction equipment, construction material accommodate it is flat
Platform, the lifting device are used to provide upward tractive force to hang liter system, so that hanging liter system can be intracorporal along building
Core Walls Structure or hoistway, are elevated in the vertical direction；
It further include for realizing the connector that liter system is fixedly connected with building body is hung.
As those skilled in the art, in high-building construction field, the climbing system be creeping formwork in mould bases or
Climbing form system, the jack-up system is backform or top module system in mould bases, both for by electric-control system and hydraulic system
Control or driving are climbed, while as those skilled in the art, to be provided with construction operation platform and construction in liter system of hanging oneself
Equipment, construction material accommodate platform, and only actually needs are set as hung a liter system including steel frame, the above steel frame
Space is provided and accommodates platform to accommodate platform and construction material as the construction operation platform, construction equipment, and institute
It states steel frame also and the design equivalent or similar with steel frame on existing creeping formwork, backform can be used, that is, hang a liter system and be different from
Existing creeping formwork and backform are the form of a kind of climbing form or climbing form system.The above lifting device is used to provide to hang a liter system and lead
Gravitation, it is power that hoist engine, which can be used, in specific implementation, it is preferred to use essential tower crane in high-building construction, this
Sample achievees the purpose that reduce mould bases investment by rationally utilizing construction utensil.
In the present solution, the mould bases combined system combined using backform, creeping formwork, three system of climbing form, this combined system are not only sharp
With existing creeping formwork and backform, considered from bearing capacity angle so that integral system has biggish bearing capacity, to meet such as steel
Muscle, temporary construction equipment are stacked and the requirement of material distributing machine arrangement；It provides as steel frame adjusts carrying platform in the air on building body；
It provides such as the pretreatment of aerial reinforcing bar, the aerial welding procedure operating platform of building body steel frame.In this way, not only reduce material,
Work tool, material transition process, the matched affiliated facility of setting construction etc. has been omitted or simplified in the handling number of equipment etc.,
Under the guarantee in mould bases space, ground installation and related flow chart are moved into high-rise working face, increase mechanical equipment efficiency
Man efficiency is also improved simultaneously, and the accumulative tower crane and equipment time saved of every layer of construction is up to 6h, if fruit is according to building body layer
Number is 90 layers of calculating, can save time 540h, about 67.5 regular working day, and then reduces the whole investment of project construction.
In the prior art, since existing creeping formwork, backform generally use electric-control system and fluid power system provides power,
Need to set specific structure simultaneously and with the type of attachment of building body to constrain for creeping formwork, backform motion profile；Simultaneously
As those skilled in the art, in the prior art, due to being required in creeping formwork, backform using multiple jacking fulcrums, therefore creeping formwork, top
Electric-control system, hydraulic component and truss are complicated in mould, and electric-control system, hydraulic component and truss investment are big, while needing to examine
The harmony considered creeping formwork, respectively jack fulcrum work in backform motion process, therefore creeping formwork, backform also have and climb or jack control hardly possible
Degree is big, control requires the problems such as high, cost is excessive.
In the prior art, it is climbed for the mould bases of certain cross section product if the setting of top module system and operation totle drilling cost are A
Modular system is generally 0.6A, and in the present solution, due to having used a liter system of hanging, i.e. climbing form, due to relative to creeping formwork and backform,
Electric-control system, fluid power system and special truss is omitted, is only including steel frame and necessary connector in structure
Can, therefore the operation of climbing form and setting totle drilling cost are only 0.3A, therefore the above formwork system is used, a kind of mould for building can be effectively controlled
The cost of frame system, such as: using climbing form system in the pit shaft of building body recurring structure variation at first, reduce electric-control system, liquid
The investment of component and special truss is pressed, while being promoted disposably in place using tower crane, construction efficiency is more than creeping formwork, top module system
Fast.It is directed to such construction location simultaneously, the smallest material utilization amount brings as the position completed at first, while tower crane mentions
The ability of liter also meets to climbing form system itself and the requirement of material, machine weight thereon；For a certain Super High case history,
According to mainstream arrangement and method for construction need to use 6 backform units (each backform unit expense for A), total cost 6A, by analysis
2 top module systems are optimized under the premise of guaranteeing that Contraction in Site requires, 2 climbing form systems, 2 climbing form systems, then always
Expense are as follows: 2A+2*0.6A+2*0.3A=3.8A, total cost saving rate is 36%, specific to steel quantity consumption: if using climbing form instead top
Modular system will will increase about 16 seats in the plane, directly increase by 192 tons of rolled steel dosage, if using climbing form system instead top module system, directly
Increase by 70 tons of rolled steel dosage, total cost saves 5,240,000 yuan (backform comprehensive unit price per ton is in terms of 20,000).Greatly reduce project
Equipment use cost.
Simultaneously to include the set-up mode of backform, creeping formwork and climbing form in top mold holder, it is mainly in view of existing lifting device
Hoisting power and construction feasibility, such as in the prior art, when the selection of tower crane will there are certain safety stock, general superelevation
Layer construction needs with the maximum crane capacity of tower crane to be 50T, and it is 64T's that maximum crane capacity is mostly used in practice of construction
Tower crane, the safety stock that tower crane leaves when selecting also are adopted in addition to meeting emergency event by chance in reply construction for mould bases scheme optimization
It is provided the foundation with climbing form.Therefore setting considers simultaneously including backform, creeping formwork first: backform and creeping formwork self-propelled jacking or can climb,
It does not need to use tower crane cooperating, hangs a liter system (climbing form) and promoted using the elevating capacity that tower crane is had more than needed, a promotion is arrived
Position (not needing excessive time) is more effective；In this way, comprehensive use when being conducive to optimization to tower crane working, so that tower crane
Work is most better than whole building construction speed；Therefore use with upper type, facilitate construction personnel rationally utilize creeping formwork, backform and
The feature of climbing form respectively is as different materials, equipment, operation side supporting body, so that entire mould bases and tower crane reach best
Synthetic operation, so that project reaches optimal economic benefit and integrated engineering progress.
As those skilled in the art, it is using connector used by backform, creeping formwork in the prior art with upper connector
Can, three almost the same bearing capacities of system are not only met, maximum generalization and standardization are also achieved.
It, also can one when position span is bigger in the present solution, hang and rise compared to existing creeping formwork and backform for hanging a liter system
It is secondary in place, reduce the cost of labor of mould bases ramp-up period in this way and climb efficiency；Liter system is hung compared to creeping formwork and backform, tool
There are simpler control operation and more light-weighted Steel Structural Design, creeping formwork, backform and climbing form to collectively constitute form frame system, this
The mould bases of sample, independent Core Walls Structure or hoistway can modularized design both can multi-platform or multisystem synchronization of jacking up so that mould bases is whole
Construction, can also single platform or the independent jack-up construction of single system to cope with the demand of different working procedures.To in work progress
Different emergency cases is coped with, the advantage that can make different counter-measures is provided, reduces event risk, safety wind
Danger etc..Simultaneously because can modular independent jacking, corresponding personnel put into available effective control, push up from least 4 people
It rises and is organized into flexible configuration according to actual needs, and then control labour cost.
For hanging a liter system, due to providing driving force by lifting device, such as using flexible steel wire, suspender belt, compared to
Backform and each seat in the plane of creeping formwork or jack fulcrum match control so that hang liter system using simpler and efficient.
Further technical solution are as follows:
As a kind of more perfect form frame system: further including for the first climbing system on the outside of building body to be arranged in.
To make the self weight for hanging liter system and equipment, the weight of material require more the hoisting power of lifting device thereon
Different zones low or for building body can have more climbing form set-points to facilitate construction, setting are as follows: described hang liter be
The quantity of system be it is multiple, respectively hang and liter all have connector between system and building body.
As the specific implementation form of lifting device, the lifting device is tower crane.
As those skilled in the art, since lifting device such as uses tower crane, due to tower crane include arm of derrick and including
Lifting rope flexible, during crane work, the motion profile and Core Walls Structure or hoistway that greatly may cause suspended object are avoided
Intersect and cause jack-up system hit building body, therefore be arranged are as follows: it is described hang be additionally provided in liter system for constrain hang a liter system
In Core Walls Structure in motion profile or hoistway motion profile restraint device.
Specifically, the restraint device includes guide rail for being mounted on building body and is fixed on and hangs leading in liter system
To wheel, the directive wheel is by the way that in insertion guide rail, the guide rail is used to limit the motion profile of directive wheel.In the present solution, can lead to
The track that bar shaped is installed along Core Walls Structure or hoistway is crossed, to get on the right track along the wall surface of Core Walls Structure or hoistway in the vertical direction
Extend, during installation, by constraining directive wheel mutually with track, and track is only capable of by restricted guidance wheel along track
Purpose can be realized in extending direction sliding.
Since lifting device such as uses tower crane, since tower crane includes arm of derrick and including lifting rope flexible, in craneman
During work, it greatly may cause the motion profile of suspended object and Core Walls Structure or hoistway avoid intersecting and jack-up system being caused to hit
Building body is hit, therefore is arranged are as follows: further includes being wrapped in the impact attenuation device hung on the outside of liter system.
The buffer unit is flexible pad.
The invention has the following advantages:
In the prior art, since existing creeping formwork, backform generally use electric-control system and fluid power system provides power,
Need to set specific structure simultaneously and with the type of attachment of building body to constrain for creeping formwork, backform motion profile；Simultaneously
As those skilled in the art, in the prior art, due to being required in creeping formwork, backform using multiple jacking fulcrums, therefore creeping formwork, top
Electric-control system, hydraulic component and truss are complicated in mould, and electric-control system, hydraulic component and truss investment are big, while needing to examine
The harmony considered creeping formwork, respectively jack fulcrum work in backform motion process, therefore creeping formwork, backform also have and climb or jack control hardly possible
Degree is big, control requires the problems such as high, cost is excessive.
In the prior art, it is climbed for the mould bases of certain cross section product if the setting of top module system and operation totle drilling cost are A
Modular system is generally 0.6A, and in the present solution, due to having used a liter system of hanging, i.e. climbing form, due to relative to creeping formwork and backform,
Electric-control system, fluid power system and special truss is omitted, is only including steel frame and necessary connector in structure
Can, therefore the operation of climbing form and setting totle drilling cost are only 0.3A, therefore the above formwork system is used, a kind of mould for building can be effectively controlled
The cost of frame system, such as: using climbing form system in the pit shaft of building body recurring structure variation at first, reduce electric-control system, liquid
The investment of component and special truss is pressed, while being promoted disposably in place using tower crane, construction efficiency is more than creeping formwork, top module system
Fast.It is directed to such construction location simultaneously, the smallest material utilization amount brings as the position completed at first, while tower crane mentions
The ability of liter also meets to climbing form system itself and the requirement of material, machine weight thereon；For a certain Super High case history,
If about 16 seats in the plane will be will increase by using top module system instead, directly increase by 192 tons of rolled steel dosage, if using climbing form system instead, directly increases
Add 70 tons of steel ability dosage, reduces project equipment use cost.
Simultaneously to include the set-up mode of backform, creeping formwork and climbing form in top mold holder, it is mainly in view of existing lifting device
Hoisting power and construction feasibility, such as in the prior art, when the selection of tower crane will there are certain safety stock, general superelevation
Layer construction needs with the maximum crane capacity of tower crane to be 50T, and it is 64T's that maximum crane capacity is mostly used in practice of construction
Tower crane, the safety stock that tower crane leaves when selecting also are adopted in addition to meeting emergency event by chance in reply construction for mould bases scheme optimization
It is provided the foundation with climbing form.Therefore setting considers simultaneously including backform, creeping formwork first: backform and creeping formwork self-propelled jacking or can climb,
It does not need to use tower crane cooperating, hangs a liter system (climbing form) and promoted using the elevating capacity that tower crane is had more than needed, a promotion is arrived
Position (not needing excessive time) is more effective；In this way, comprehensive use when being conducive to optimization to tower crane working, so that tower crane
Work is most better than whole building construction speed；Therefore use with upper type, facilitate construction personnel rationally utilize creeping formwork, backform and
The feature of climbing form respectively is as different materials, equipment, operation side supporting body, so that entire mould bases and tower crane reach best
Synthetic operation, so that project reaches optimal economic benefit and integrated engineering progress.
It, also can one when position span is bigger in the present solution, hang and rise compared to existing creeping formwork and backform for hanging a liter system
It is secondary in place, reduce the cost of labor of mould bases ramp-up period in this way and climb efficiency；Liter system is hung compared to creeping formwork and backform, tool
There are simpler control operation and more light-weighted Steel Structural Design, creeping formwork, backform and climbing form to collectively constitute form frame system, this
The mould bases of sample, independent Core Walls Structure or hoistway can modularized design both can multi-platform or multisystem synchronization of jacking up so that mould bases is whole
Construction, can also single platform or the independent jack-up construction of single system to cope with the demand of different working procedures.To in work progress
Different emergency cases is coped with, the advantage that can make different counter-measures is provided, reduces event risk, safety wind
Danger etc..Simultaneously because can modular independent jacking, corresponding personnel put into available effective control, push up from least 4 people
It rises and is organized into flexible configuration according to actual needs, and then control labour cost.
For hanging a liter system, due to providing driving force by lifting device, such as using flexible steel wire, suspender belt, compared to
Backform and each seat in the plane of creeping formwork or the match control for jacking fulcrum, so that the position of centre of gravity that liter system is hung in suspension centre matching is easier to reality
It is existing.
Detailed description of the invention
Fig. 1 is a kind of cross-sectional view of one specific embodiment of form frame system for building of the present invention.
Appended drawing reference in figure is respectively as follows: 1, building body, the 2, first climbing system, the 3, second climbing system, and 4, hang and liter be
System, 5, jack-up system, 6, lifting device.
Specific embodiment
Below with reference to embodiment, the present invention is described in further detail, but structure of the invention be not limited only to it is following
Embodiment.
Embodiment 1:
As shown in Figure 1, a kind of form frame system for building, climb unit including the inside for 1 inside of building body to be arranged in,
The inside unit that climbs includes the second climbing system 3 and jack-up system 5, on second climbing system 3 and jack-up system 5
Be provided with construction operation platform and construction equipment, construction material accommodates platform, the inside unit that climbs further includes hanging liter system 4
And lifting device 6, described hang is provided with construction operation platform and construction equipment, construction material receiving platform in liter system 4, described
Lifting device 6 is used to provide upward tractive force to hang liter system 4, so that hanging liter system 4 can be along the core in building body 1
Cylinder or hoistway, are elevated in the vertical direction；
It further include for realizing the connector that liter system 4 is fixedly connected with building body 1 is hung.
As those skilled in the art, in high-building construction field, the climbing system be creeping formwork in mould bases or
Climbing form system, the jack-up system 5 are backform or top module system in mould bases, while as those skilled in the art, above
It hangs and is provided with construction operation platform and construction equipment, construction material receiving platform in liter system 4, only actually needs are set as
Such as hanging liter system 4 includes steel frame, and the above steel frame provides space to hold as the construction operation platform, construction equipment
Receiving platform and construction material accommodates platform, and the steel frame also can be used with steel construction on existing creeping formwork, backform
Frame is equal or similar design, that is, hangs liter system 4 and be different from existing creeping formwork and backform, is the shape of a kind of climbing form or climbing form system
Formula.The above lifting device 6 is used for hang liter system 4 and providing tractive force, and it is power that hoist engine, which can be used, in specific implementation,
It is preferred that, in this way by rationally utilizing construction utensil, reaching reduction mould bases using essential tower crane in high-building construction
The purpose of investment.
In the present solution, the mould bases combined system combined using backform, creeping formwork, three system of climbing form, this combined system are not only sharp
With existing creeping formwork and backform, considered from bearing capacity angle so that integral system has biggish bearing capacity, to meet such as steel
Muscle, temporary construction equipment are stacked and the requirement of material distributing machine arrangement；It is flat to adjust carrying in the air for steel frame on offer such as building body 1
Platform；It provides such as the pretreatment of aerial reinforcing bar, the aerial welding procedure operating platform of 1 steel frame of building body.In this way, not only reducing material
Work tool, material transition process, the matched affiliated facility of setting construction etc. has been omitted or simplified in the handling number of material, equipment etc.,
Under the guarantee in mould bases space, ground installation and related flow chart are moved into high-rise working face, increase mechanical equipment efficiency
While man efficiency be also improved, the accumulative tower crane and equipment time saved of every layer of construction is up to 6h, if fruit is according to building body 1
The number of plies is 90 layers of calculating, can save time 540h, about 67.5 regular working day, and then reduces the whole investment of project construction.
In the prior art, since existing creeping formwork, backform generally use electric-control system and fluid power system provides power,
Need to set specific structure simultaneously and with the type of attachment of building body 1 to constrain for creeping formwork, backform motion profile；Simultaneously
As those skilled in the art, in the prior art, due to being required in creeping formwork, backform using multiple jacking fulcrums, therefore creeping formwork, top
Electric-control system, hydraulic component and truss are complicated in mould, and electric-control system, hydraulic component and truss investment are big, while needing to examine
The harmony considered creeping formwork, respectively jack fulcrum work in backform motion process, therefore creeping formwork, backform also have and climb or jack control hardly possible
Degree is big, control requires the problems such as high, cost is excessive.
In the prior art, it is climbed for the mould bases of certain cross section product if the setting of top module system and operation totle drilling cost are A
Modular system is generally 0.6A, and in the present solution, due to having used liter system 4 of hanging, i.e. climbing form, due to relative to creeping formwork and top
Electric-control system, fluid power system and special truss is omitted in mould, only includes steel frame and necessary connector in structure
, therefore the operation of climbing form and setting totle drilling cost are only 0.3A, therefore the above formwork system is used, it can be effectively controlled a kind of for building
The cost of form frame system, such as: building body 1 at first recurring structure variation pit shaft use climbing form system, reduce electric-control system,
The investment of hydraulic component and special truss, while being promoted disposably in place using tower crane, construction efficiency is more than creeping formwork, top module system
Accelerate prompt.It is directed to such construction location simultaneously, the smallest material utilization amount is brought as the position completed at first, while tower crane
Hoisting power also meets to climbing form system itself and the requirement of material, machine weight thereon；It is real for a certain Super High engineering
Example directly increases by 192 tons of rolled steel dosage, if using climbing form system instead, directly if about 16 seats in the plane will be will increase by using top module system instead
Increase by 70 tons of steel ability dosage, reduces project equipment use cost.
Simultaneously to include the set-up mode of backform, creeping formwork and climbing form in top mold holder, it is mainly in view of existing lifting device 6
Hoisting power and construction feasibility, such as in the prior art, the maximum crane capacity of common buildings construction tower crane is 64T, in reality
The tower crane for mostly using crane capacity to be less than 64T in the construction of border, therefore be arranged while including backform, creeping formwork: firstly, backform and creeping formwork can
Self-propelled jacking climbs, and does not need to use tower crane cooperating, uses in this way, being conducive to optimization the comprehensive of tower crane, so that tower
The work hung most is better than whole building construction speed；Secondly, such as carrying construction Work tool, material or building body 1 on backform, creeping formwork
When the steel frame of itself, backform and mould climbing jacking or required driving force of climbing are far longer than the crane capacity of tower crane, therefore
It uses with upper type, construction personnel is facilitated rationally to make using creeping formwork, backform and climbing form as different materials, equipment, construction
Industry face supporting body, so that the synthetic operation of entire mould bases is conducive to integrated engineering progress.
As those skilled in the art, it is using connector used by backform, creeping formwork in the prior art with upper connector
It can.
Embodiment 2:
As shown in Figure 1, the present embodiment is further qualified on the basis of embodiment 1: as a kind of more perfect mould
Frame system: further including the first climbing system 2 for 1 outside of building body to be arranged in.
To make the self weight for hanging liter system 4 and thereon the hoisting power requirement of equipment, the weight of material to lifting device 6
Different zones lower or for building body 1 can have more climbing form set-points to facilitate construction, setting are as follows: described to hang
Rise system 4 quantity be it is multiple, respectively hang and all have connector between liter system 4 and building body 1.
As the specific implementation form of lifting device 6, the lifting device 6 is tower crane.
As those skilled in the art, since lifting device 6 is as used tower crane, due to tower crane include arm of derrick and including
Lifting rope flexible, during crane work, the motion profile and Core Walls Structure or hoistway that greatly may cause suspended object are avoided
Intersect and jack-up system 5 caused to hit building body 1, therefore be arranged are as follows: it is described hang to be additionally provided in liter system 4 liter be for constraining to hang
The restraint device of the motion profile in motion profile or hoistway in Core Walls Structure of system 4.
Specifically, the restraint device includes that guide rail for being mounted on building body 1 and being fixed on is hung in liter system 4
Directive wheel, the directive wheel is by the way that in insertion guide rail, the guide rail is used to limit the motion profile of directive wheel.In the present solution, can
By installing the track of bar shaped along Core Walls Structure or hoistway, to get on the right track along the wall surface of Core Walls Structure or hoistway in vertical direction
Upper extension, during installation, by constraining directive wheel mutually with track, and track is only capable of by restricted guidance wheel along track
Extending direction sliding purpose can be realized.
Since lifting device 6 is as used tower crane, since tower crane includes arm of derrick and including lifting rope flexible, in craneman
During work, it greatly may cause the motion profile of suspended object and Core Walls Structure or hoistway avoid intersecting and causing jack-up system 5
Building body 1 is hit, therefore is arranged are as follows: further includes the impact attenuation device for being wrapped in 4 outside of liter system of hanging.
The buffer unit is flexible pad.
The above content is combine specific preferred embodiment to the further description of the invention made, and it cannot be said that originally
The specific embodiment of invention is only limited to these instructions.For those of ordinary skill in the art to which the present invention belongs,
The other embodiments obtained in the case where not departing from technical solution of the present invention should be included in the protection scope of corresponding invention.
Claims (8)
1. a kind of form frame system for building, climb the inside including being used to be arranged on the inside of building body (1) unit, and the inside is climbed
Rising unit includes the second climbing system (3) and jack-up system (5), is all provided on second climbing system (3) and jack-up system (5)
It is equipped with construction operation platform and construction equipment, construction material accommodates platform, which is characterized in that the inside unit that climbs further includes
A liter system (4) and lifting device (6) are hung, described hang is provided with construction operation platform and construction equipment, construction material on a liter system (4)
Material accommodates platform, and the lifting device (6) is used for hang a liter system (4) and providing upward tractive force, so that hanging a liter system (4)
It can be elevated in the vertical direction along the Core Walls Structure or hoistway in building body (1)；
It further include for realizing the connector that a liter system (4) is fixedly connected with building body (1) is hung.
2. a kind of form frame system for building according to claim 1, which is characterized in that further include for being arranged in building body
(1) the first climbing system (2) on the outside of.
3. a kind of form frame system for building according to claim 1, which is characterized in that the quantity for hanging a liter system (4)
To be multiple, respectively hang and all have connector between a liter system (4) and building body (1).
4. a kind of form frame system for building according to claim 1, which is characterized in that the lifting device (6) is tower crane.
5. a kind of form frame system for building according to claim 1, which is characterized in that described hang also sets on a liter system (4)
It is equipped with for constraining the restraint device for hanging a liter system (4) motion profile in motion profile or hoistway in Core Walls Structure.
6. a kind of form frame system for building according to claim 5, which is characterized in that the restraint device includes for pacifying
Guide rail on building body (1) and be fixed on the directive wheel hung on a liter system (4), the directive wheel by insertion guide rail,
The guide rail is used to limit the motion profile of directive wheel.
7. a kind of form frame system for building according to claim 1, which is characterized in that further include being wrapped in hang a liter system
(4) impact attenuation device on the outside of.
8. a kind of form frame system for building according to claim 7, which is characterized in that the buffer unit is flexible pad.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810877307.8A CN109025257A (en) | 2018-08-03 | 2018-08-03 | A kind of form frame system for building |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810877307.8A CN109025257A (en) | 2018-08-03 | 2018-08-03 | A kind of form frame system for building |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN109025257A true CN109025257A (en) | 2018-12-18 |
Family
ID=64648276
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810877307.8A Pending CN109025257A (en) | 2018-08-03 | 2018-08-03 | A kind of form frame system for building |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN109025257A (en) |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103225389A (en) * | 2013-04-12 | 2013-07-31 | 山东电力建设第二工程公司 | Device for mould hoisting machine of concrete cylinder wall construction top lifting platform |
| CN203961276U (en) * | 2014-07-11 | 2014-11-26 | 惠玉清 | High-building construction steel form and handling frame Integral lifting stage apparatus |
| CN205171996U (en) * | 2015-10-13 | 2016-04-20 | 平煤神马建工集团有限公司 | Module system is put forward all to a control tower core section of thick bamboo |
| CN106437130A (en) * | 2016-10-10 | 2017-02-22 | 中国建筑第八工程局有限公司 | Inner roof external climbing type formwork construction platform for super high-rise building construction |
| CN107190975A (en) * | 2017-07-14 | 2017-09-22 | 四川华西集团有限公司 | Construction of super highrise building integrates form frame system |
| CN208934392U (en) * | 2018-08-03 | 2019-06-04 | 四川省第六建筑有限公司 | Construction mould bases |
-
2018
- 2018-08-03 CN CN201810877307.8A patent/CN109025257A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103225389A (en) * | 2013-04-12 | 2013-07-31 | 山东电力建设第二工程公司 | Device for mould hoisting machine of concrete cylinder wall construction top lifting platform |
| CN203961276U (en) * | 2014-07-11 | 2014-11-26 | 惠玉清 | High-building construction steel form and handling frame Integral lifting stage apparatus |
| CN205171996U (en) * | 2015-10-13 | 2016-04-20 | 平煤神马建工集团有限公司 | Module system is put forward all to a control tower core section of thick bamboo |
| CN106437130A (en) * | 2016-10-10 | 2017-02-22 | 中国建筑第八工程局有限公司 | Inner roof external climbing type formwork construction platform for super high-rise building construction |
| CN107190975A (en) * | 2017-07-14 | 2017-09-22 | 四川华西集团有限公司 | Construction of super highrise building integrates form frame system |
| CN208934392U (en) * | 2018-08-03 | 2019-06-04 | 四川省第六建筑有限公司 | Construction mould bases |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN101672102B (en) | Steel structural overhead ceiling construction platform | |
| CN101537976B (en) | Dual-tower-mast giant self-lifting crane and following-carrying lifting method thereof | |
| CN205387439U (en) | Mast hoisting accessory | |
| CN106006425B (en) | A kind of high-rise building ground machine room lower large scale equipment hoisting transportation method | |
| CN108797992A (en) | A kind of climbing frame for assembled architecture | |
| CN110182694A (en) | One kind being applied to console mode and self-crawling type integral construction job platform | |
| CN206562264U (en) | A kind of hanging device for transport outside high-rise building | |
| CN108286332A (en) | A kind of concrete of crossing soars aloft beam from climbing monoblock type bylinder system and construction method | |
| CN208934392U (en) | Construction mould bases | |
| CN206692230U (en) | A kind of skyscraper row is hung | |
| CN205873594U (en) | Special construction elevator of cooling tower section of thick bamboo wall | |
| CN102677907A (en) | Method for manually installing steel beam at top of silo | |
| CN203097281U (en) | Nuclear power station double-layer containment vessel hydraulic creeping formwork | |
| CN109025257A (en) | A kind of form frame system for building | |
| CN201686380U (en) | Vertical transporter for full face excavation of deep vertical shaft | |
| CN111058609A (en) | Construction and protection integrated portable operation platform and method | |
| CN207312994U (en) | Power station major diameter surge shaft steel lining cantilevered annular track boom hoisting | |
| CN203257106U (en) | Multifunctional power-driven walking type walking system | |
| CN214942249U (en) | Novel indoor wall construction device | |
| CN214573768U (en) | Self-climbing sliding formwork pouring system for second-stage concrete pouring of gate slot | |
| CN205894715U (en) | Light steel structure is semi -automatic under enclosed construction constructs from hoisting machine that climbs | |
| CN108675105A (en) | A kind of condenser hanging apparatus and its construction technology | |
| CN205114897U (en) | That climbs formula braced system in tower built -in is put has bad luck device certainly | |
| CN108019225A (en) | Hydraulic moving formula subway station side wall formwork jumbo | |
| CN209567730U (en) | A kind of small-sized lattice dead man steel construction |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20181218 |