CN209686711U - Prefabricated laminated superposed column, reinforced column and assembled architecture body - Google Patents
Prefabricated laminated superposed column, reinforced column and assembled architecture body Download PDFInfo
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- CN209686711U CN209686711U CN201821471085.1U CN201821471085U CN209686711U CN 209686711 U CN209686711 U CN 209686711U CN 201821471085 U CN201821471085 U CN 201821471085U CN 209686711 U CN209686711 U CN 209686711U
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Abstract
The utility model relates to precast concrete technical field, in particular to a kind of prefabricated laminated superposed column, reinforced column and assembled architecture body.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 utility model 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 utility model relates to precast concrete technical field, in particular to a kind of prefabricated laminated superposed column, reinforcing bar are mixed
Solidifying earth pillar and assembled architecture body.
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.
Utility model content
The purpose of this utility model is to provide a kind of prefabricated laminated superposed column, reinforced column and assembled architecture,
To solve the low technical problem of reinforced column construction efficiency in the prior art.
The utility model 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 shell；Two adjacent superposed column ontologies
Shell interval is arranged, and the vertical muscle in two adjacent superposed column ontologies is integrally formed.
Further, the quantity of superposed column ontology is two or three.
Further, each superposed column ontology includes extending direction successively spaced multiple stirrup groups along vertical muscle
Part indulges muscle and stirrup components welding.
Further, stirrup component includes multiple edge reinforcements, multiple first muscle and multiple second muscle；Multiple edge steel
Muscle head and the tail are in turn connected to form reinforced steel bar ring, and multiple first muscle and the interlaced setting of multiple second muscle form network, grid
Structure is located in reinforced steel bar ring；Reinforced steel bar ring and the connection of vertical muscle are located between the inner wall of shell and the inner wall of shell.
Further, edge reinforcement and edge reinforcement, edge reinforcement and the first muscle, edge reinforcement and the second muscle and first
Welding is all made of between muscle and the second muscle.
Further, shell forms for concreting.
Further, the inner wall of shell is provided with anti-slip layer.
Further, decorative layer is provided on the outer wall of shell.
The utility model provides a kind of reinforced column, including prefabricated superposed column provided by the utility model；In shell
Construction concrete is poured.
The utility model provides a kind of assembled architecture body, including reinforced column provided by the utility model.
After prefabricated laminated superposed column provided by the utility model is transported to construction site, lifting, installation, then into shell
Portion's pouring construction concrete is to form reinforced concrete column.Prefabricated laminated superposed column provided in this embodiment can disposably be completed more
The lifting and installation of zygostyle is laminated, reduces the number and process of lifting, installation superposed column, reduces upper layer superposed column and lower layer overlaps
The process for the connections such as the vertical muscle between column is welded again, mechanical sleeves are connected or poured, simplifies work progress, greatlys save
Labour greatly improves construction efficiency, to greatly shorten construction period, reduces construction cost；Two neighboring superposed column ontology
Between 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 big
Amplitude reduction.
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 utility model is used to provide a further understanding of the present invention, this is practical new
The illustrative embodiments and their description of type are not constituteed improper limits to the present invention for explaining the utility model.In
In attached drawing:
Fig. 1 is the structural schematic diagram according to the prefabricated laminated superposed column of an embodiment of the present 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 according to the prefabricated laminated superposed column of another embodiment of the utility model；
Fig. 6 is the structural schematic diagram according to the reinforced column of the utility model embodiment.
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 the embodiments of the present invention and embodiment can
To be combined with each other.The utility model 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 " is pacified
Dress ", " connected ", " connection " shall be understood in a broad sense, for example, it may be being fixedly connected, may be a detachable connection, or integrally
Connection；It can be mechanical connection, be also possible to be electrically connected；Can be directly connected, can also indirectly connected through an intermediary,
It can be the connection inside two elements.For the ordinary skill in the art, above-mentioned art can be understood with concrete condition
The concrete meaning of language in the present invention.
Fig. 1 is the structural schematic diagram according to the prefabricated laminated superposed column of an embodiment of the present invention；Fig. 2 is shown in Fig. 1
Prefabricated laminated superposed column another structural schematic diagram；Fig. 3 is that the structure of steel reinforcement cage in prefabricated laminated superposed column shown in FIG. 1 is shown
It is intended to；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
The structural schematic diagram of the prefabricated laminated superposed column of another embodiment of utility model.
As shown in Figures 1 to 5, the utility model provides a kind of prefabricated laminated superposed column, including multiple superposed column ontologies
100；Multiple superposed column ontologies 100 are stacked；Wherein, each superposed column ontology 100 includes shell 110 and position
Vertical muscle 121 in the shell 110；The shell 110 of the superposed column ontology 100 of adjacent two is spaced setting, adjacent
The vertical muscle 121 in two superposed column ontologies 100 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 the superposed column ontology 100 is two or three.This implementation
In example, indulging muscle length can be any value in the 8.5-9.5 meters of ranges such as 8.5 meters, 8.8 meters, 9.2 meters or 9.5 meters, can be with
For 11.5 meters, 11.8 meters, 12.2 meters perhaps 12.5 meters preferably 9 meters or 12 meters, general 9 meters of reinforcing bars and 12 meters of reinforcing bars are
Factory length then cooperates existing die station specification that can complete the prefabricated of two layers and three layers of superposed column, without to factory out
Reinforcing bar is repeatedly cut again, without splicing, is further saved labour, is shortened construction period.
As shown in figure 3, further, each superposed column ontology 100 includes along described on above-described embodiment basis
The extending direction of vertical muscle 121 successively spaced multiple stirrup components, the vertical muscle 121 and the 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.
On above-described embodiment basis, further, the inner wall of shell 110 is provided with anti-slip layer, in the present embodiment, shell
The inner wall of body 110 is arranged to rough surface, then can increase the anchoring for the construction concrete that shell 110 pours at the scene with the later period
Power 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, the outer wall of shell is provided with decorative layer.
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.
Fig. 6 is the structural schematic diagram according to the reinforced column of the utility model embodiment.As shown in fig. 6, this is practical
It is novel that a kind of reinforced column, including prefabricated laminated superposed column 100 provided by the utility model are provided；It is poured in shell 110
There is construction concrete 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 utility model provides a kind of assembled architecture body, including prefabricated laminated superposed column provided by the utility model.This
It in embodiment, after prefabricated laminated superposed column is transported to construction site, is connect with other components, then cast in situs construction coagulation
Soil, the assembled architecture body stress performance is suitable with common cast-in-place concrete structure, and intensity is high, and overall performance is good.And it can one
Secondary property completes the lifting and installation of multi-laminate zygostyle, reduces the number and process of lifting, installation superposed column, reduces upper layer superposed column
The process for the connections such as the vertical muscle 121 between lower layer's superposed column is welded again, mechanical sleeves are connect or are poured reduces consumption
Material simplifies work progress, greatlys save labour, greatly improve construction efficiency, to greatly shorten construction period, reduces construction
Cost.
Specifically, the method for construction of assembled architecture body provided in this embodiment, specifically includes:
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, is completed assembled architecture body
Construction.
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 muscle length can be in the 8.5-9.5 meters of range such as 8.5 meters, 8.8 meters, 9.2 meters or 9.5 meters
Any value 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 of reinforcing bars
It is factory length with 12 meters of reinforcing bars, then cooperates existing die station specification that can complete the prefabricated of two layers and three layers of superposed column,
Without repeatedly being cut again to factory reinforcing bar, without splicing, labour is further saved, shortens construction period.
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, 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, along the extending direction interval of vertical muscle 121, setting is more
Layer shell 110 in a manner of forming prefabricated laminated superposed column there are many, such as: for example: according to the setting thickness of shell, to shell
Side plate carry out pouring molding one by one, for example, the parameter of shell is quadrangle, first can pour the one of setting thickness in die station fan
A side plate after side plate molding, then pours another side plate and so on until four side plates are poured completion.
For another example: according to the setting thickness of shell 110, the mold of vertical muscle 121 is wrapped up in setting at vertical muscle 121, into mold
Casting concrete is to form shell 110.
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 121, being formed using centrifugal process in casting concrete has setting thickness
Shell 110.
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 the 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.
The above is only the preferred embodiment of the utility model only, is not intended to limit the utility model, all at this
Within the spirit and principle of utility model, any modification, equivalent replacement, improvement and so on should be included in the utility model
Protection scope within.
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. prefabricated laminated superposed column according to claim 3, which is characterized in that the stirrup component includes multiple edge steel
Muscle, multiple first muscle and multiple second muscle；
Multiple edge reinforcement head and the tail are in turn connected to form reinforced steel bar ring, and multiple first muscle and multiple second muscle are mutual
It is staggered to form network, the network is located in the reinforced steel bar ring；
The reinforced steel bar ring and the vertical muscle connection are located between the inner wall of the shell and the inner wall of the shell.
5. prefabricated laminated superposed column according to claim 4, which is characterized in that the edge reinforcement and the edge steel
Muscle, the edge reinforcement and first muscle, the edge reinforcement and second muscle and the first muscle and second muscle it
Between be all made of welding.
6. prefabricated laminated superposed column according to any one of claims 1-5, which is characterized in that the shell is coagulation
Soil pours.
7. prefabricated laminated superposed column according to claim 1, which is characterized in that the inner wall of the shell is provided with anti-skidding
Layer.
8. prefabricated laminated superposed column according to claim 7, which is characterized in that be provided with decoration on the outer wall of the shell
Layer.
9. a kind of reinforced column, which is characterized in that including such as of any of claims 1-8 prefabricated laminated folded
Zygostyle；Construction concrete has been poured in the shell.
10. a kind of assembled architecture body, which is characterized in that including reinforced column as claimed in claim 9.
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821471085.1U CN209686711U (en) | 2018-09-07 | 2018-09-07 | Prefabricated laminated superposed column, reinforced column and assembled architecture body |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821471085.1U CN209686711U (en) | 2018-09-07 | 2018-09-07 | Prefabricated laminated superposed column, reinforced column and assembled architecture body |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109057159A (en) * | 2018-09-07 | 2018-12-21 | 三筑工科技有限公司 | Prefabricated laminated superposed column, assembled architecture body and assembled architecture body method of construction |
| CN117926914A (en) * | 2024-03-20 | 2024-04-26 | 福建建工装配式建筑研究院有限公司 | Support-free assembled beam column node structure and mounting method thereof |
-
2018
- 2018-09-07 CN CN201821471085.1U patent/CN209686711U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109057159A (en) * | 2018-09-07 | 2018-12-21 | 三筑工科技有限公司 | Prefabricated laminated superposed column, assembled architecture body and assembled architecture body method of construction |
| CN117926914A (en) * | 2024-03-20 | 2024-04-26 | 福建建工装配式建筑研究院有限公司 | Support-free assembled beam column node structure and mounting method thereof |
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