CN109057159A - Prefabricated laminated superposed column, assembled architecture body and assembled architecture body method of construction - Google Patents
Prefabricated laminated superposed column, assembled architecture body and assembled architecture body method of construction Download PDFInfo
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- CN109057159A CN109057159A CN201811043720.0A CN201811043720A CN109057159A CN 109057159 A CN109057159 A CN 109057159A CN 201811043720 A CN201811043720 A CN 201811043720A CN 109057159 A CN109057159 A CN 109057159A
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- superposed column
- shell
- vertical muscle
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/30—Columns; Pillars; Struts
- E04C3/34—Columns; Pillars; Struts of concrete other stone-like material, with or without permanent form elements, with or without internal or external reinforcement, e.g. metal coverings
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
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- 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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- Structural Engineering (AREA)
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Abstract
The present invention relates to precast concrete technical field, in particular to a kind of prefabricated laminated superposed column, assembled architecture body and assembled architecture body method of construction.The prefabricated laminated superposed column, including multiple superposed column ontologies；Multiple superposed column ontologies are stacked；Wherein, each superposed column ontology include shell and be located at the intracorporal vertical muscle of the shell；The shell interval of the superposed column ontology of adjacent two is arranged, and the vertical muscle in the superposed column ontology of adjacent two is integrally formed.Prefabricated laminated superposed column provided by the invention can simplify work progress, greatly save labour, greatly improve construction efficiency, to greatly shorten construction period, reduce construction cost.Moreover, the vertical muscle of multi-laminate zygostyle ontology is wholely set, then quality of connection is more more reliable than mechanical fastener quality of connection, and cost is greatly lowered.
Description
Technical field
The present invention relates to precast concrete technical field, in particular to a kind of prefabricated laminated superposed column, assembled architecture
Body and assembled architecture body method of construction.
Background technique
Reinforced column one kind is full cast-in-situ reinforced concrete column, and traditional construction mode is live assembling reinforcement, installs
Template, casting concrete, construction site need a large amount of steel flxer people and carpenter etc., labour skill are required it is high, need using
A large amount of templates, the integral construction period is long, and construction efficiency is low.And scene is needed between upper layer superposed column and lower layer's superposed column even
It connects, installation cost is high, and short time consumption is long, further makes construction efficiency low.
Summary of the invention
The purpose of the present invention is to provide the construction of a kind of prefabricated laminated superposed column, assembled architecture body and assembled architecture body
Method, to solve the low technical problem of reinforced column construction efficiency in the prior art.
The present invention provides a kind of prefabricated laminated superposed column, including multiple superposed column ontologies；Multiple superposed column body layers
Folded setting；Wherein, each superposed column ontology include shell and be located at the intracorporal vertical muscle of the shell；Described in adjacent two
The shell interval of superposed column ontology is arranged, and the vertical muscle in the superposed column ontology of adjacent two is integrally formed.
Further, the quantity of the superposed column ontology is two or three.
Further, each superposed column ontology includes extending direction successively spaced multiple hoops along the vertical muscle
Muscle component, the vertical muscle and the stirrup components welding.
The present invention provides a kind of assembled architecture body, including prefabricated post provided by the invention.
The present invention provides a kind of assembled architecture body method of construction, comprising:
In the factory, along the extending direction interval of vertical muscle setting multilayer shell to form prefabricated laminated superposed column；
Prefabricated laminated superposed column is transported to construction site lifting installation after-pouring construction concrete.
Further, in the factory, along the extending direction interval of vertical muscle setting multilayer shell to form prefabricated laminated overlapping
Column, further includes:
The length of the vertical muscle is 8.5-9.5 meters, and the quantity of the shell is two；
Alternatively, the length of the vertical muscle is 11.5-12.5 meters, the quantity of the shell is three.
Further, prefabricated laminated superposed column is transported to construction site lifting installation after-pouring construction concrete, it is specific to wrap
It includes:
Prefabricated laminated superposed column is transported to construction site lifting；
Beam and floor are connect with the vertical muscle for the interval for being located at adjacent two layers shell；
Into shell, the interval of adjacent two layers shell, beam and concrete floor slab placement construction concrete.
Further, in the factory, along the extending direction interval of vertical muscle setting multilayer shell to form prefabricated laminated overlapping
Column specifically includes:
According to the setting thickness of shell, pouring molding one by one is carried out to the side plate of shell；
Alternatively, exterior sheathing is arranged in the outside of vertical muscle, being formed using centrifugal process in casting concrete has setting thickness
Shell.
Further, in the factory, along the extending direction interval of vertical muscle setting multilayer shell to form prefabricated laminated overlapping
Before column step, further include；
By vertical muscle, successively spaced stirrup components welding forms steel reinforcement cage with the extending direction along the vertical muscle.
Further, in factory, along the extending direction interval of vertical muscle setting multilayer shell to form prefabricated laminated overlapping
Column further includes,
The inner wall of the shell is arranged to rough surface.
Further, in factory, along the extending direction interval of vertical muscle setting multilayer shell to form prefabricated laminated overlapping
Column further includes,
In the outer wall of the shell, decorative layer is set.
After prefabricated laminated superposed column provided by the invention is transported to construction site, then lifting, installation are poured to enclosure interior
Construction concrete is built to form reinforced concrete column.Prefabricated laminated superposed column provided in this embodiment can disposably complete multi-laminate
The lifting and installation of zygostyle reduce the number and process of lifting, installation superposed column, reduce upper layer superposed column and lower layer's superposed column it
Between vertical muscle welded again, mechanical sleeves connection or the process for the connections such as pouring, simplify work progress, greatly save labour
Power greatly improves construction efficiency, to greatly shorten construction period, reduces construction cost；Between two neighboring superposed column ontology
The lengths of rebar of linkage section be combined into one, the connection reinforcing bar for going half can be saved, consumptive material is reduced, further reduce the cost.Moreover,
The vertical muscle of multi-laminate zygostyle ontology is wholely set, then quality of connection is more more reliable than mechanical fastener quality of connection, and cost is significantly
It reduces.
Further more, in the construction process, the shell of prefabricated laminated superposed column acts as the formwork for placing of column, without to column
A large amount of formworks are carried out, are bound without a large amount of reinforcing bars, and then greatly save labour, construction efficiency is improved, consumptive material is saved, reduces and raise
Dirt and building waste；Cast in situs construction concrete makes prefabricated laminated superposed column and plate connect integral, the structure stress of perforation
Performance is suitable with common cast-in-place concrete structure, and intensity is high, and overall performance is good, has the stronger market competitiveness.
In addition, being carried out in the factory to multi-laminate zygostyle prefabricated, then easily ensures and easily guarantee superposed column surface smoothness, vertical
Degree, construction quality is good, can ensure that later period cast in situs construction concrete forms the intensity and quality of column；Prefabricated laminated superposed column
Shell in form the light convenient transportation of overall weight of cavity then prefabricated laminated superposed column.
Detailed description of the invention
The attached drawing for constituting a part of the invention is used to provide further understanding of the present invention, schematic reality of the invention
It applies example and its explanation is used to explain the present invention, do not constitute improper limitations of the present invention.In the accompanying drawings:
Fig. 1 is the structural schematic diagram of prefabricated laminated superposed column according to an embodiment of the invention；
Fig. 2 is another structural schematic diagram of prefabricated laminated superposed column shown in FIG. 1；
Fig. 3 is the structural schematic diagram of steel reinforcement cage in prefabricated laminated superposed column shown in FIG. 1；
Fig. 4 is the structural schematic diagram of the stirrup component in prefabricated laminated superposed column shown in Fig. 3 in steel reinforcement cage；
Fig. 5 is the structural schematic diagram of prefabricated laminated superposed column according to another embodiment of the present invention；
Fig. 6 is the structural schematic diagram of reinforced column according to an embodiment of the present invention.
In figure: 100- superposed column ontology；200- construction concrete；110- shell；120- steel reinforcement cage；121- indulges muscle；
122- stirrup mesh sheet；1221- edge reinforcement；The first muscle of 1222-；The second muscle of 1223-.
Specific embodiment
It should be noted that in the absence of conflict, the feature in embodiment and embodiment in the present invention can phase
Mutually combination.The present invention will be described in detail below with reference to the accompanying drawings and embodiments.
In the description of the present invention, it should be noted that unless otherwise clearly defined and limited, term " installation ", " phase
Even ", " connection " shall be understood in a broad sense, for example, it may be being fixedly connected, may be a detachable connection, or be integrally connected；It can
To be mechanical connection, it is also possible to be electrically connected；It can be directly connected, can also can be indirectly connected through an intermediary
Connection inside two elements.For the ordinary skill in the art, above-mentioned term can be understood at this with concrete condition
Concrete meaning in invention.
Fig. 1 is the structural schematic diagram of prefabricated laminated superposed column according to an embodiment of the invention；Fig. 2 is shown in FIG. 1 pre-
Another structural schematic diagram of multi-laminate zygostyle processed；Fig. 3 is the structural representation of steel reinforcement cage in prefabricated laminated superposed column shown in FIG. 1
Figure；Fig. 4 is the structural schematic diagram of the reinforced mesh in prefabricated laminated superposed column shown in Fig. 3 in steel reinforcement cage；Fig. 5 is according to this hair
The structural schematic diagram of the prefabricated laminated superposed column of bright another embodiment.
As shown in Figures 1 to 5, the present invention provides a kind of prefabricated laminated superposed column, including multiple superposed column ontologies 100；It is more
A superposed column ontology 100 is stacked；Wherein, each superposed column ontology 100 is including shell 110 and in shell 110
Vertical muscle 121；The shell 110 of two adjacent superposed column ontologies 100, which is spaced, to be arranged, in two adjacent superposed column ontologies 100
Vertical muscle 121 is integrally formed.
After prefabricated laminated superposed column provided in this embodiment is transported to construction site, lifting, installation, then to shell 110
Internal pouring construction concrete is to form reinforced concrete column.Prefabricated laminated superposed column provided in this embodiment can be completed disposably
The lifting and installation of multi-laminate zygostyle reduce the number and process of lifting, installation superposed column, reduce upper layer superposed column and lower stacking
The process for the connections such as the vertical muscle 121 between zygostyle is welded again, mechanical sleeves are connected or poured, reduces consumptive material, and simplification is applied
Work process, greatlys save labour, greatly improves construction efficiency, to greatly shorten construction period, reduces construction cost.And
And the vertical muscle 121 of multi-laminate zygostyle ontology 100 is wholely set, then quality of connection is more more reliable than mechanical fastener quality of connection, at
Originally it is greatly lowered.
Further more, in the construction process, the shell 110 of prefabricated laminated superposed column acts as the formwork for placing of column, without
A large amount of formworks are carried out to column, are bound without a large amount of reinforcing bars, and then greatly save labour, construction efficiency is improved, consumptive material is saved, subtracts
Few fugitive dust and building waste；Cast in situs construction concrete makes prefabricated laminated superposed column and plate connect integral, the structure of perforation
Stress performance is suitable with common cast-in-place concrete structure, and intensity is high, and overall performance is good, has the stronger market competitiveness.
In addition, being carried out in the factory to multi-laminate zygostyle prefabricated, then easily ensures and easily guarantee superposed column surface smoothness, vertical
Degree, construction quality is good, can ensure that later period cast in situs construction concrete forms the intensity and quality of column；Prefabricated laminated superposed column
Shell 110 in form the light convenient transportation of overall weight of cavity then prefabricated laminated superposed column.
In general work progress, construct in layer from the bottom to top, the building structure for first layer of such as first constructing, by first layer
The connections such as superposed column, beam and floor then whole pour；Then the superposed column of the second layer and the superposed column of first layer are lifted
Connection, then the column of the beam of the second layer and floor and the second layer is connected, and so on.
And use prefabricated laminated superposed column provided in this embodiment during, by other components such as beam, floor etc. with it is prefabricated
The vertical muscle 121 of the interval of two neighboring shell 110 is connected and fixed in multi-laminate zygostyle, and it is mixed then to carry out pouring construction to flood
Solidifying soil, i.e., into the shell 110 for the superposed column ontology 100 for being located at lower layer, the interval to two neighboring shell 110, beam
And the components construction concrete such as floor, it is integrally formed lower layer's component；Then directly by the beam, floor and upper layer on upper layer
Superposed column connection, then one-piece casting upper layer component.The connection number of upper layer superposed column and lower layer's superposed column is reduced, to simplify
Work progress shortens construction period, improves construction efficiency, saves construction cost.
Shell 110 can be for steel plate, iron plate or plank etc., and vertical muscle 121 can be connected through a screw thread with shell 110, iron
The modes such as silk binding are attached.
Preferably, shell 110 is formed using concreting in factory, it is pre-buried within the case 110 indulges muscle 121.This reality
It applies in example, it is high by concrete prefabricated 110 intensity of shell, template action can not only be played during forming column, also
The construction concrete that can be poured with the later period forms one, common stress.Vertical muscle 121 is embedded in concrete shell 110, is connected
Intensity is high, avoids vertical muscle 121 from deforming in prefabricated laminated superposed column transportational process, is at random, to ensure later period pouring quality.
The quantity of superposed column ontology 100 can be two, three, four or five etc..
As shown in Figure 1 and Figure 5, further, the quantity of superposed column ontology 100 is two or three.In the present embodiment,
General 9 meters of reinforcing bars and 12 meters of reinforcing bars are factory length, then cooperate existing die station specification that can complete two layers and three layers folded
Zygostyle it is prefabricated, without to go out factory reinforcing bar repeatedly cut again, without splicing, further save labour, shortening is applied
The work period.
As shown in figure 3, further, each superposed column ontology 100 includes along vertical muscle on above-described embodiment basis
121 extending direction successively spaced multiple stirrup components indulge muscle 121 and stirrup components welding.
In the present embodiment, vertical muscle 121 connect to form steel reinforcement cage 120 with multiple stirrup components.It indulges the quantity of muscle 121 and sets
Setting mode can be arranged according to specific building situation.Such as vertical muscle 121 is root, 12 vertical muscle 121 surround positive direction etc..Hoop
The quantity of muscle component can also be arranged according to specific building situation, can ensure the space accurate location of vertical muscle 121, ensure
The globality of prefabricated laminated superposed column, and ensure enough shearing strengths and torsional strength.
It connect vertical muscle 121 to form steel reinforcement cage 120 with stirrup component using welding, the intensity height of steel reinforcement cage 120, quality
It is good, high-efficient, industrialization degree is high.
As shown in figure 4, above-described embodiment basis on, further, stirrup component include multiple edge reinforcements 1221,
Multiple first muscle 1222 and the second muscle 1223；Multiple 1221 head and the tail of edge reinforcement are in turn connected to form reinforced steel bar ring, and multiple first
Muscle 1222 and the interlaced setting of multiple second muscle 1223 form network, and network is located in reinforced steel bar ring；Reinforced steel bar ring with
The vertical connection of muscle 121 is located between the inner wall of shell 110 and the inner wall of shell 110；Edge reinforcement 1221 and edge reinforcement 1221,
Edge reinforcement 1221 and the first muscle 1222, edge reinforcement 1221 and the second muscle 1223 and the first muscle 1222 and the second muscle 1223 it
Between be all made of welding.
In the present embodiment, the stirrup component that reinforced steel bar ring and the first muscle 1222 and the second muscle 1223 are formed is reinforced mesh,
Reinforced mesh automatic and mechanical can produce in the factory, and so as to save labour, it is raw to improve prefabricated laminated superposed column
Produce efficiency.
Wherein, the both ends of the first muscle 1222 can be more than reinforced steel bar ring, can also be no more than reinforced steel bar ring, the two of the second muscle 1223
End can be more than reinforced steel bar ring, can also be no more than reinforced steel bar ring.
The form for the reticular structure that first muscle 1222 and the second muscle 1223 are formed can be a variety of, such as: triangle, diamond shape
Or irregular quadrilateral etc., preferably form positive direction, compound with regular structure, uniform force.
On above-described embodiment basis, further, the first protrusion is provided on vertical muscle 121.
Wherein, the first protrusion can be plate, rod-shaped or column etc.；When first protrusion it is in the shape of a rod when, can for straight-bar,
Multiple hangnails or kick etc. can also be arranged in first protrusion in curved bar, and the angled setting of the first muscle 1222.
Multiple first protrusions can be respectively provided with, in the axial direction for indulging muscle 121 and circumferentially so as to improve vertical muscle 121 and shell
The anchor force of body 110 keeps the connection of the two stronger.
On above-described embodiment basis, further, the second protrusion is provided on stirrup component.
Wherein, the second protrusion can be plate, rod-shaped or column etc.；When second protrusion it is in the shape of a rod when, can for straight-bar,
Multiple hangnails or kick etc. can also be arranged in second protrusion in curved bar, and the angled setting of the second muscle 1223.
Multiple second protrusions can be set with the circumferential direction of the reinforced steel bar ring in stirrup component, so as to improve vertical muscle 121 and steel
The anchor force of muscle ring keeps the connection of the two stronger.
Fig. 6 is the structural schematic diagram of reinforced column according to an embodiment of the present invention.As shown in fig. 6, the present invention provides
A kind of reinforced column, including prefabricated laminated superposed column 100 provided by the invention；Construction concrete has been poured in shell 110
200。
In the present embodiment, after prefabricated laminated superposed column is transported to construction site, it is connect with other components, then cast in situs
Construction concrete, the reinforced column stress performance is suitable with common cast-in-place concrete structure, and intensity is high.
The present invention provides a kind of assembled architecture body, including prefabricated post provided by the invention.It, will be prefabricated more in the present embodiment
Stacking zygostyle be transported to construction site after, connect with other components, then cast in situs construction concrete, the assembled architecture body by
Power performance is suitable with common cast-in-place concrete structure, and intensity is high, and overall performance is good.And it can disposably complete multi-laminate zygostyle
Lifting and installation reduce the number and process of lifting, installation superposed column, reduce vertical between upper layer superposed column and lower layer's superposed column
The process for the connections such as muscle 121 is welded again, mechanical sleeves are connected or poured, reduces consumptive material, simplifies work progress, saves significantly
Labour is saved, construction efficiency is greatly improved, to greatly shorten construction period, reduces construction cost.
The present invention provides a kind of assembled architecture body method of construction, comprising:
In the factory, along the extending direction interval of vertical muscle setting multilayer shell to form prefabricated laminated superposed column；
Prefabricated laminated superposed column is transported to construction site lifting installation after-pouring construction concrete.
In the present embodiment, in factory, multiple superposed column ontologies 100 is disposably completed prefabricated, formed prefabricated laminated folded
Zygostyle, the vertical muscle 121 in two neighboring superposed column ontology 100 are wholely set, and when factory, upper layer superposed column and lower layer's superposed column are
Through completing to connect.Prefabricated laminated superposed column is transported to behind construction site and lifts, install, by other components such as beam, floor etc., with phase
The reinforcing bar of adjacent two 110 intervals of shell is attached, and is then carried out live pouring construction concrete 200, is completed assembled and build
The construction of building body.
In the construction process, the lifting and installation of multi-laminate zygostyle can be disposably completed, lifting is reduced, superposed column is installed
Number and process, reduce the vertical muscle 121 between upper layer superposed column and lower layer's superposed column welded again, mechanical sleeves connection or
It the process of connections such as pours, reduces consumptive material, simplify work progress, greatly save labour, greatly improve construction efficiency, thus greatly
It is big to shorten construction period, reduce construction cost.Moreover, the vertical muscle 121 of multi-laminate zygostyle ontology 100 is wholely set, then matter is connected
Amount is more more reliable than mechanical fastener quality of connection, and cost is greatly lowered.
Further more, in the construction process, the shell 110 of prefabricated laminated superposed column acts as the formwork for placing of column, without
A large amount of formworks are carried out to column, are bound without a large amount of reinforcing bars, and then greatly save labour, construction efficiency is improved, consumptive material is saved, subtracts
Few fugitive dust and building waste；Cast in situs construction concrete makes prefabricated laminated superposed column and plate connect integral, the structure of perforation
Stress performance is suitable with common cast-in-place concrete structure, and intensity is high, and overall performance is good, has the stronger market competitiveness.
In addition, being carried out in the factory to multi-laminate zygostyle prefabricated, then easily ensures and easily guarantee superposed column surface smoothness, vertical
Degree, construction quality is good, can ensure that later period cast in situs construction concrete forms the intensity and quality of column；Prefabricated laminated superposed column
Shell 110 in form the light convenient transportation of overall weight of cavity then prefabricated laminated superposed column.
On above-described embodiment basis, further, in the factory, multilayered shell is set along the extending direction interval of vertical muscle
Body is to form prefabricated laminated superposed column, further includes: the length of vertical muscle is 8.5-9.5 meters, and the quantity of shell is two；Alternatively, vertical
The length of muscle is 11.5-12.5 meters, and the quantity of shell is three.
In the present embodiment, indulging 121 length of muscle can be the 8.5-9.5 meters of models such as 8.5 meters, 8.8 meters, 9.2 meters or 9.5 meters
Interior any value is enclosed, can also be 11.5 meters, 11.8 meters, 12.2 meters of perhaps 12.5 meters preferably 9 meters or 12 meters, general 9 meters
Reinforcing bar and 12 meters of reinforcing bars are factory length, then cooperate existing die station specification that can complete the pre- of two layers and three layers of superposed column
System without splicing, further saves labour, shortens construction period without repeatedly being cut again to factory reinforcing bar.
On above-described embodiment basis, further, after prefabricated laminated superposed column is transported to construction site lifting installation
Pouring construction concrete, specifically includes:
Prefabricated laminated superposed column is transported to construction site lifting；
Beam and floor are connect with the vertical muscle for the interval for being located at adjacent two layers shell；
Into shell, the interval of adjacent two layers shell, beam and concrete floor slab placement construction concrete.
In the present embodiment, by the vertical muscle of the interval of two neighboring shell in beam missing inspection, floor and prefabricated laminated superposed column
It is connected and fixed, pouring construction concrete then is carried out to flood, i.e., into the shell 110 for the superposed column ontology 100 for being located at lower layer,
The components construction concrete such as interval, beam and floor to two neighboring shell 110 makes lower layer's component become one
Body；Then directly the beam on upper layer, floor and the superposed column on upper layer are connected, then one-piece casting upper layer component.Reduce upper layer overlapping
The connection number of column and lower layer's superposed column shortens construction period to simplify work progress, improves construction efficiency, saves construction
Cost.
On above-described embodiment basis, further, in the factory, multilayered shell is set along the extending direction interval of vertical muscle
Body in a manner of forming prefabricated laminated superposed column there are many, such as: according to the setting thickness of shell, one is carried out to the side plate of shell
One pouring molding first can pour a side plate of setting thickness in die station fan, to this for example, the parameter of shell is quadrangle
After side plate molding, then another side plate and so on is poured until four side plates are poured completion.
According to the setting thickness of shell, the mold of vertical muscle is wrapped up in setting at vertical muscle, and into mold, casting concrete is with shape
At shell.
Wherein, the shell 110 for setting thickness can be configured as the case may be, such as will be vertical in steel reinforcement cage 120
Muscle 121 wraps or the weight of shell 110 and steel reinforcement cage 120 is that cast in situs is constructed the reinforced concrete after concrete
The one third etc. of earth pillar overall weight.
In the present embodiment, according to the setting thickness of shell 110, setting and default 110 quantity of shell and position at vertical muscle 121
Corresponding mold is set, casting concrete is into mold to form shell 110.
Wherein, mold may include that the exterior sheathing in 120 outside of steel reinforcement cage is arranged in and is arranged on the inside of steel reinforcement cage 120
Inner template, the interval between exterior sheathing and inner template is suitable with the setting thickness of shell 110, vertical muscle 121 be located at exterior sheathing with it is interior
Between template, to casting concrete between exterior sheathing and inner template, mold is removed after concrete hardening, and there is setting to be formed
Thickness and shell 110；Or mold may include that the exterior sheathing in 120 outside of steel reinforcement cage is arranged in and is arranged in steel reinforcement cage 120
The inner mould core of inside, the interval between exterior sheathing and inner mould core is suitable with the setting thickness of shell 110, and vertical muscle 121 is located at external mold
Between plate and inner mould core, to casting concrete between exterior sheathing and inner mould core, mold is removed after concrete hardening, to form tool
There are setting thickness and shell 110.
Alternatively, exterior sheathing is arranged in the outside of vertical muscle, being formed using centrifugal process in casting concrete has setting thickness
Shell.
In the present embodiment, exterior sheathing is set in the outside of vertical muscle 121, pours to form every stacking zygostyle by centrifugal process segmentation
The shell 110 of ontology 100, i.e. concrete under the influence of centrifugal force, are distributed on the inner wall of exterior sheathing, and it is thick to ultimately form setting
The shell 110 of degree.
Further, in the factory, prefabricated laminated folded to be formed along the extending direction interval of vertical muscle setting multilayer shell 110
Before zygostyle step, further include；
By vertical muscle, successively spaced stirrup components welding forms steel reinforcement cage with the extending direction along vertical muscle.
In the present embodiment, connect vertical muscle 121 to form steel reinforcement cage 120 with stirrup component using welding, steel reinforcement cage 120 it is strong
Degree is high, high-quality, high-efficient, industrialization degree is high.
On above-described embodiment basis, further, in the factory, multilayered shell is set along the extending direction interval of vertical muscle
Body in a manner of forming prefabricated laminated superposed column there are many, further include,
The inner wall of shell is arranged to rough surface.
In the present embodiment, the inner wall of shell 110 is arranged to rough surface, then can increase shell 110 and pour at the scene with the later period
The anchor force for the construction concrete 200 built, further increases the intensity of reinforced column.
Wherein, there are many modes that the inner wall of shell 110 is arranged to rough surface, such as by giant to shell
110 inner wall is washed away, or protrusion etc. is arranged on the inner wall of shell 110.
On above-described embodiment basis, further, in the factory, multilayered shell is set along the extending direction interval of vertical muscle
Body in a manner of forming prefabricated laminated superposed column there are many, further include,
In the outer wall of shell 110, decorative layer is set.
It can carry out instead playing construction, paste marble or passing through setting groove in the present embodiment, on the outer wall of shell 110 convex
It rises and waits the decorative layers such as the certain pattern of formation, installed after being transported to construction site, carry out decoration setting again without spending building body, into
One step facilitates construction, improves assembly rate, saves the construction period.
The above is merely preferred embodiments of the present invention, be not intended to limit the invention, it is all in spirit of the invention and
Within principle, any modification, equivalent replacement, improvement and so on be should all be included in the protection scope of the present invention.
Claims (10)
1. a kind of prefabricated laminated superposed column characterized by comprising multiple superposed column ontologies；Multiple superposed column body layers
Folded setting；Wherein,
Each superposed column ontology include shell and be located at the intracorporal vertical muscle of the shell；
The shell interval of the superposed column ontology of adjacent two is arranged, described vertical in the superposed column ontology of adjacent two
Muscle is integrally formed.
2. prefabricated laminated superposed column according to claim 1, which is characterized in that the quantity of the superposed column ontology is two
Or three.
3. prefabricated laminated superposed column according to claim 1, which is characterized in that each superposed column ontology includes along described
The extending direction of vertical muscle successively spaced multiple stirrup components, the vertical muscle and the stirrup components welding.
4. a kind of assembled architecture body, which is characterized in that including prefabricated post as claimed in any one of claims 1-3.
5. a kind of assembled architecture body method of construction characterized by comprising
In the factory, along the extending direction interval of vertical muscle setting multilayer shell to form prefabricated laminated superposed column；
Prefabricated laminated superposed column is transported to construction site lifting installation after-pouring construction concrete.
6. assembled architecture body method of construction according to claim 5, which is characterized in that
In the factory, along the extending direction interval of vertical muscle setting multilayer shell to form prefabricated laminated superposed column, further includes:
The length of the vertical muscle is 8.5-9.5 meters, and the quantity of the shell is two；
Alternatively, the length of the vertical muscle is 11.5-12.5 meters, the quantity of the shell is three.
7. assembled architecture body method of construction according to claim 5, which is characterized in that
Prefabricated laminated superposed column is transported to construction site lifting installation after-pouring construction concrete, is specifically included:
Prefabricated laminated superposed column is transported to construction site lifting；
Beam and floor are connect with the vertical muscle for the interval for being located at adjacent two layers shell；
Into shell, the interval of adjacent two layers shell, beam and concrete floor slab placement construction concrete.
8. assembled architecture body method of construction according to claim 5, which is characterized in that in the factory, along prolonging for vertical muscle
Direction interval setting multilayer shell is stretched to form prefabricated laminated superposed column, is specifically included:
According to the setting thickness of shell, pouring molding one by one is carried out to the side plate of shell；
Alternatively, exterior sheathing is arranged in the outside of vertical muscle, the shell with setting thickness is formed in casting concrete using centrifugal process.
9. the assembled architecture body method of construction according to any one of claim 5-8, which is characterized in that in the factory,
Before multilayer shell is set to form prefabricated laminated superposed column step along the extending direction interval for indulging muscle, further include；
By vertical muscle, successively spaced stirrup components welding forms steel reinforcement cage with the extending direction along the vertical muscle.
10. assembled architecture body method of construction according to claim 5, which is characterized in that in factory, along prolonging for vertical muscle
Direction interval setting multilayer shell is stretched to form prefabricated laminated superposed column, further includes,
The inner wall of the shell is arranged to rough surface；
And/or decorative layer is set in the outer wall of the shell.
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109653439A (en) * | 2019-01-18 | 2019-04-19 | 长沙远大住宅工业集团股份有限公司 | Overlap column connected node and its construction method |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH06101303A (en) * | 1992-09-17 | 1994-04-12 | Shimizu Corp | Precast concrete coated pillar |
| CN202187477U (en) * | 2011-08-04 | 2012-04-11 | 中国京冶工程技术有限公司 | Multi-layer prefabricated concrete column structure |
| CN103526882A (en) * | 2013-10-31 | 2014-01-22 | 中国航空规划建设发展有限公司 | Prefabricated frame bracket-free long column and construction method thereof |
| CN104594561A (en) * | 2014-12-22 | 2015-05-06 | 西安建筑科技大学 | Prefabricated reinforced concrete column with high-performance concrete frame and construction method |
| CN106437031A (en) * | 2016-10-21 | 2017-02-22 | 季氏预制装配建筑设计常州有限公司 | One-step formed multi-layer prefabricated column with bracket as well as manufacturing method and construction method thereof |
| CN209686711U (en) * | 2018-09-07 | 2019-11-26 | 三一筑工科技有限公司 | Prefabricated laminated superposed column, reinforced column and assembled architecture body |
-
2018
- 2018-09-07 CN CN201811043720.0A patent/CN109057159A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH06101303A (en) * | 1992-09-17 | 1994-04-12 | Shimizu Corp | Precast concrete coated pillar |
| CN202187477U (en) * | 2011-08-04 | 2012-04-11 | 中国京冶工程技术有限公司 | Multi-layer prefabricated concrete column structure |
| CN103526882A (en) * | 2013-10-31 | 2014-01-22 | 中国航空规划建设发展有限公司 | Prefabricated frame bracket-free long column and construction method thereof |
| CN104594561A (en) * | 2014-12-22 | 2015-05-06 | 西安建筑科技大学 | Prefabricated reinforced concrete column with high-performance concrete frame and construction method |
| CN106437031A (en) * | 2016-10-21 | 2017-02-22 | 季氏预制装配建筑设计常州有限公司 | One-step formed multi-layer prefabricated column with bracket as well as manufacturing method and construction method thereof |
| CN209686711U (en) * | 2018-09-07 | 2019-11-26 | 三一筑工科技有限公司 | Prefabricated laminated superposed column, reinforced column and assembled architecture body |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109653439A (en) * | 2019-01-18 | 2019-04-19 | 长沙远大住宅工业集团股份有限公司 | Overlap column connected node and its construction method |
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