CN110528684A - Assembly concrete component and concrete structural system - Google Patents
Assembly concrete component and concrete structural system Download PDFInfo
- Publication number
- CN110528684A CN110528684A CN201910926291.XA CN201910926291A CN110528684A CN 110528684 A CN110528684 A CN 110528684A CN 201910926291 A CN201910926291 A CN 201910926291A CN 110528684 A CN110528684 A CN 110528684A
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- Prior art keywords
- reinforcing bar
- supporting element
- concrete component
- concrete
- assembly concrete
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- 239000004567 concrete Substances 0.000 title claims abstract description 119
- 230000003014 reinforcing effect Effects 0.000 claims description 81
- 229910000831 Steel Inorganic materials 0.000 claims description 42
- 239000010959 steel Substances 0.000 claims description 42
- 230000002787 reinforcement Effects 0.000 claims description 14
- 239000002689 soil Substances 0.000 claims description 7
- 210000002421 cell wall Anatomy 0.000 claims description 6
- 238000004891 communication Methods 0.000 claims description 3
- 238000005452 bending Methods 0.000 claims 1
- 238000004519 manufacturing process Methods 0.000 abstract description 12
- 239000011440 grout Substances 0.000 abstract description 6
- 238000005266 casting Methods 0.000 description 10
- 230000009286 beneficial effect Effects 0.000 description 8
- 238000010276 construction Methods 0.000 description 8
- 238000000034 method Methods 0.000 description 7
- 230000015271 coagulation Effects 0.000 description 3
- 238000005345 coagulation Methods 0.000 description 3
- 239000002131 composite material Substances 0.000 description 3
- 238000005516 engineering process Methods 0.000 description 3
- 239000011150 reinforced concrete Substances 0.000 description 3
- 230000032258 transport Effects 0.000 description 3
- 238000005336 cracking Methods 0.000 description 2
- 210000003205 muscle Anatomy 0.000 description 2
- 238000009434 installation Methods 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 238000009417 prefabrication Methods 0.000 description 1
Classifications
-
- 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
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
- E04C3/20—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of concrete or other stone-like material, e.g. with reinforcements or tensioning members
- E04C3/26—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of concrete or other stone-like material, e.g. with reinforcements or tensioning members prestressed
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
- E04C5/16—Auxiliary parts for reinforcements, e.g. connectors, spacers, stirrups
- E04C5/162—Connectors or means for connecting parts for reinforcements
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Rod-Shaped Construction Members (AREA)
Abstract
This application involves assembled architecture technical fields, more particularly to a kind of assembly concrete component and concrete structural system, it include: sequentially connected beam and supporting element from top to bottom, the supporting element is precast hollow supporting element, and the precast hollow supporting element has for accommodating the inner cavity of concrete to be connected as one the beam and the supporting element by the concrete.The application provides a kind of assembly concrete component and concrete structural system, to solve current assembled architecture prefabricated post using grout sleeve site operation, the technical issues of need to using a large amount of templates, increase production cost.
Description
Technical field
This application involves assembled architecture technical field more particularly to a kind of assembly concrete components and concrete structure
System.
Background technique
It currently rises sheer from level ground with more and more assembled architectures in motherland's the earth, traditional cast-in-place structural is gradually by more next
More fabricated constructions replaces, and a kind of fabricated construction system is produced in currently available technology, mainly by vertical load-bearing
Structure, prefabricated post and horizontal structure assembly combination are formed, wherein vertical load-carrying members are designed as dry wall, and prefabricated post, which uses, to be filled
Sleeve connection is starched, while horizontal structure uses Prefabricated superposed beam and laminated floor slab, but above-mentioned prefabricated post is existing using grout sleeve
Field construction need to use a large amount of templates, increase production cost.
Summary of the invention
The application's is designed to provide a kind of assembly concrete component and concrete structural system, to solve dress at present
The technical issues of using grout sleeve site operation with formula building prefabrication column, a large amount of templates need to be used, increase production cost.
To achieve the goals above, the application uses following technical scheme:
The one aspect of the application provides a kind of assembly concrete component, comprising: from top to bottom sequentially connected plate,
Beam and supporting element, the supporting element are precast hollow supporting element, and the precast hollow supporting element has for accommodating concrete
Inner cavity the beam and the supporting element to be connected as one by the concrete.
Preferably, the beam is beam.
The beneficial effect of the technical solution is: can be improved the cracking resistance of reinforced concrete member using pre-tensioned prestressing beam
Performance and reinforced concrete member is avoided to occur crack too early.
Preferably, the precast hollow supporting element has ontology and from the top that the top vertical of the ontology stretches out upwards
Longitudinally connected reinforcing bar, the beam have the steel strand wires that extend in the horizontal direction, the longitudinally connected reinforcing bar in top with it is described
Steel strand wires connection.
The beneficial effect of the technical solution is: specifically, can longitudinally be connected steel strand wires with top by rear pouring concrete
It connects reinforcing bar to connect together, certainly, before casting concrete, connector can also be used and first longitudinally connect steel strand wires with top
Reinforcing bar is connect to be connected as one；Assembly concrete component provided by the embodiment of the present application can be applied to the top layer of building, centre
Layer and bottom are preferably equipped with mechanical anchor head when being applied to top layer on the longitudinal reinforcement of top.This makes beam and branch
Can be stronger between support member be connected as one.
Preferably, the steel strand wires have the elbow bent straight up.
The beneficial effect of the technical solution is: this makes after pouring coagulation body, and steel strand wires can have between concrete
The structure more mutually limited, and then the intensity for improving steel strand wires and concrete, and then being connected between supporting element.
Preferably, including the lateral connection reinforcing bar arranged in a crossed manner with the longitudinally connected reinforcing bar of the steel strand wires and the top,
The lateral connection reinforcing bar is connect with the steel strand wires infall, the lateral connection reinforcing bar and the longitudinally connected reinforcing bar in the top
Infall connection.
The beneficial effect of the technical solution is: being handed over by steel strand wires, the longitudinally connected reinforcing bar in top and lateral connection reinforcing bar
After fork setting, concreting is being carried out, is further passing through lateral connection reinforcing bar for steel strand wires and the longitudinally connected steel in the top
Muscle is securely attached to together, and then enables supporting element and beam is stronger is connected as one.
Preferably, the lateral connection reinforcing bar is U-shaped.
The beneficial effect of the technical solution is: which increase after casting concrete, lateral connection reinforcing bar and concrete it
Between the structure that interacts, make to connect between lateral connection reinforcing bar and concrete stronger, and then keep steel strand wires, top longitudinal
Connection reinforcing bar and lateral connection reinforcing bar form stronger entirety.
Preferably, the groove body for accommodating the steel strand wires is formed in the beam, the groove body has cell wall so that institute
Concrete can be contained by stating groove body, and the lateral connection reinforcing bar extends in the groove body to connect the steel strand wires.
The beneficial effect of the technical solution is: when casting concrete, the inner cavity of the groove body and precast hollow supporting element connects
It is logical, after concrete fills up above-mentioned inner cavity, it will continue to that the groove body is perfused, and in the groove body that steel strand wires, top is longitudinally connected
Reinforcing bar and lateral connection reinforcing bar are connected as one, this convenient inner cavity and slot that precast hollow supporting element is disposably perfused in construction
Body makes precast hollow supporting element form composite part and is connected as one beam with supporting element.It is of course also possible to not design slot
Body, or groove body is removed, but increase template using in the position that groove body should be arranged when site operation, it realizes mixed by pouring
Steel strand wires, the longitudinally connected reinforcing bar in top and lateral connection reinforcing bar are connected as one by solidifying soil.
Preferably, the cell wall includes bottom wall, and the ontology has top port in communication with the inner cavity, the bottom wall
Top surface tilt down and extend at the top port of the ontology.
The beneficial effect of the technical solution is: this concrete for flowing into groove body can be directed in inner cavity, first
Groove body is poured again after filling up inner cavity, is reduced concrete and is trapped in the intracorporal possibility of slot before entering cavity, ensure that production work
Skill smoothly uses up row.
Preferably, the precast hollow supporting element, which has, is located at the intrinsic Reinforcement and stirrup mesh sheet,
The Reinforcement forms the longitudinally connected reinforcing bar in the top from the part that the top of the ontology is stretched out, the longitudinal direction by
Power reinforcing bar has multiple, and each Reinforcement is connected with each other by the stirrup mesh sheet.
The beneficial effect of the technical solution is: it ensure that precast hollow supporting element and being formed after casting concrete
Composite part intensity, moreover, increasing the longitudinally connected reinforcing bar in top and lateral connection by more Reinforcements of setting
The position connected between reinforcing bar increases bonding strength between the longitudinally connected reinforcing bar in top and lateral connection reinforcing bar, and then forces
The fastness of assembly concrete component entirety.
Further aspect of the application provides a kind of concrete structural system, including longitudinally connected sleeve and above-mentioned assembly
Formula concrete segment, the assembly concrete component are longitudinal with ontology and from the bottom that the ontology stretches out straight down
Reinforcing bar is connected, the longitudinally connected reinforcing bar in bottom is used for through the longitudinally connected sleeve and the adjacent assembly concrete
Component connection.
In the vertical direction in the adjacent two assembly concrete components, the assembled coagulation that is located above
Local soil type's part is the first assembly concrete component, and the underlying assembly concrete component is the second assembly concrete
The longitudinally connected reinforcing bar in bottom of component, the first assembly concrete component connects the top that sleeve is connected to by the vertical muscle
The longitudinally connected reinforcing bar in portion.
Technical solution provided by the present application can achieve it is following the utility model has the advantages that
Assembly concrete component and concrete structural system provided by the embodiment of the present application use precast hollow branch
Support member, when site operation, can into the inner cavity of precast hollow supporting element placing concrete, at the same time by being poured in the inner cavity
The beam and precast hollow supporting element are connected as one by the concrete realization of filling, are supported by above-mentioned beam and precast hollow
Part is cast-in-place, which to build connection, can form required prefabricated superposed column, give up doing for conventional grout sleeve site operation in the process
Method, assembly concrete component provided by the present application reduce template consumption；And precast hollow supporting element is light-weight, transports and hangs
It fills easy for construction, improves production efficiency, and reduce site operation personnel, reduce production cost.
The additional technical feature and its advantage of the application will illustrate more obvious in following description content, or pass through
The concrete practice of the application is recognized that.
Detailed description of the invention
In order to illustrate more clearly of the technical solution of the application specific embodiment, specific embodiment will be described below
Needed in attached drawing be briefly described.It should be evident that the accompanying drawings in the following description is some implementations of the application
Mode for those of ordinary skill in the art without creative efforts, can also be according to these attached drawings
Obtain other attached drawings.
Fig. 1 is a kind of reality applied to middle layer intermediate node of assembly concrete component provided by the embodiments of the present application
Apply the schematic view of the front view of mode；
Fig. 2 is a kind of implementation applied to middle layer mid-side node of assembly concrete component provided by the embodiments of the present application
The schematic view of the front view of mode；
Fig. 3 is a kind of implementation applied to top column joint of assembly concrete component provided by the embodiments of the present application
The schematic view of the front view of mode；
Fig. 4 is a kind of embodiment party applied to top story exterior joints of assembly concrete component provided by the embodiments of the present application
The schematic view of the front view of formula；
Fig. 5 is a kind of plan structure signal of embodiment of assembly concrete component provided by the embodiments of the present application
Figure；
Fig. 6 is the plan structure signal of the another embodiment of assembly concrete component provided by the embodiments of the present application
Figure.
Appended drawing reference:
The longitudinally connected sleeve of 1-；The longitudinally connected reinforcing bar in the bottom 2-；
3- ontology；4- stirrup mesh sheet；
Longitudinally connected reinforcing bar at the top of 5-；6- groove body；
7- beam；8- steel strand wires；
9- lateral connection reinforcing bar；10- plate；
11- concrete slab.
Specific embodiment
It is clearly and completely described below in conjunction with technical solution of the attached drawing to the application, it is clear that described implementation
Example is some embodiments of the present application, instead of all the embodiments.Based on the embodiment in the application, ordinary skill
Personnel's every other embodiment obtained without making creative work, shall fall in the protection scope of this application.
In the description of the present application, it should be noted that term " center ", "upper", "lower", "left", "right", "vertical",
The orientation or positional relationship of the instructions such as "horizontal", "inner", "outside" be based on the orientation or positional relationship shown in the drawings, merely to
Convenient for describe the application and simplify description, rather than the device or element of indication or suggestion meaning must have a particular orientation,
It is constructed and operated in a specific orientation, therefore should not be understood as the limitation to the application.In addition, term " first ", " second ",
" third " is used for descriptive purposes only and cannot be understood as indicating or suggesting relative importance.
In the description of the present application, 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 application.
As shown in Figures 1 to 6, the one aspect of the application provides a kind of assembly concrete component, comprising: from top to bottom according to
Plate 10, beam 7 and the supporting element of secondary connection, the supporting element are precast hollow supporting element, the precast hollow supporting element tool
There is the inner cavity for accommodating concrete to be connected as one the beam 7 with the supporting element by the concrete.
Specifically, which can be the structures such as precast hollow column or precast hollow wall；Plate 10 is preferably
Superimposed sheet.
Assembly concrete component provided by the embodiment of the present application uses precast hollow supporting element, when site operation,
Can into the inner cavity of precast hollow supporting element placing concrete, being realized at the same time by the concrete poured in the inner cavity will
The beam is connected as one with precast hollow supporting element, and by above-mentioned beam and precast hollow supporting element is cast-in-place builds connection
Prefabricated superposed column needed for being formed, has given up the method for conventional grout sleeve site operation in the process, provided by the present application
Assembly concrete component reduces template consumption；And precast hollow supporting element is light-weight, transport and lifting construction are convenient, improve
Production efficiency, and reduce site operation personnel, reduce production cost.
Preferably, the beam 7 is pre-tensioned prestressing beam.Armored concrete structure can be improved using pre-tensioned prestressing beam
The cracking resistance of part and reinforced concrete member is avoided to occur crack too early.
Preferably, the precast hollow supporting element has ontology 3 and from the top that the top vertical of the ontology 3 stretches out upwards
The longitudinally connected reinforcing bar 5 in portion, the beam 7 have the steel strand wires 8 extended in the horizontal direction, the longitudinally connected reinforcing bar 5 in top
It is connect with the steel strand wires 8.Specifically, steel strand wires 8 and the longitudinally connected reinforcing bar 5 in top can be connected to one by rear pouring concrete
It rises, certainly, before casting concrete, connector can also be used and be first connected as steel strand wires 8 and the longitudinally connected reinforcing bar 5 in top
One；Assembly concrete component provided by the embodiment of the present application can be applied to top layer, middle layer and the bottom of building, when
When applied to top layer, mechanical anchor head is preferably equipped on the longitudinal reinforcement of top.This makes can between beam 7 and supporting element
Stronger is connected as one.
Preferably, the steel strand wires 8 have the elbow bent straight up.After this makes casting concrete, 8 energy of steel strand wires
It is enough to have the structure more mutually limited between concrete, and then improve the bonding strength of steel strand wires 8 Yu concrete, Jin Erti
The high intensity connected between beam and supporting element.
Preferably, assembly concrete component provided by the embodiment of the present application, including with the steel strand wires 8 and the top
The longitudinally connected reinforcing bar 5 in portion lateral connection reinforcing bar 9 arranged in a crossed manner, the lateral connection reinforcing bar 9 connect with 8 infall of steel strand wires
It connects, the lateral connection reinforcing bar 9 is connect with longitudinally connected 5 infall of reinforcing bar in the top.Longitudinally connected by steel strand wires 8, top
Connect reinforcing bar 5 and lateral connection reinforcing bar 9 it is arranged in a crossed manner after, then concreting is carried out, further by lateral connection reinforcing bar 9 by steel
Twisted wire 8 is securely attached to together with the longitudinally connected reinforcing bar 5 in the top, and then keeps supporting element and beam 7 stronger
It is connected as one.
Preferably, the lateral connection reinforcing bar 9 is U-shaped.Which increase after casting concrete, lateral connection reinforcing bar 9 and mixed
The structure to interact between solidifying soil, make to connect between lateral connection reinforcing bar 9 and concrete it is stronger, and then make steel strand wires 8,
The longitudinally connected reinforcing bar 5 in top forms stronger entirety with lateral connection reinforcing bar 9.
Preferably, be formed with the groove body 6 for accommodating the steel strand wires 8 in the beam 7, the groove body 6 have cell wall with
The groove body 6 is set to contain concrete, the lateral connection reinforcing bar 9 extends in the groove body 6 to connect the steel strand wires
8.When casting concrete, which is connected to the inner cavity of precast hollow supporting element, after concrete fills up above-mentioned inner cavity, Jiu Huiji
It is continuous that the groove body 6 is perfused, and steel strand wires 8, the longitudinally connected reinforcing bar 5 in top and lateral connection reinforcing bar 9 are connected as one in the groove body 6
Body, this convenient inner cavity and groove body 6 that precast hollow supporting element is disposably perfused in construction, forms precast hollow supporting element folded
Component is simultaneously connected as one beam 7 with supporting element.As shown in fig. 6, it is of course also possible to do not design groove body 6, or groove body 6 is gone
Fall, but increase template using in the position that groove body 6 should be arranged when site operation, realizes and pass through casting concrete for steel strand wires
8, the longitudinally connected reinforcing bar 5 in top and lateral connection reinforcing bar 9 are connected as one.
Preferably, the cell wall includes bottom wall, and the ontology 3 has top port in communication with the inner cavity, the bottom
The top surface of wall, which tilts down, to be extended at the top port of the ontology 3.This concrete for flowing into groove body 6 can be directed to
It into inner cavity, first fills up and pours groove body 6 behind inner cavity again, reduce the possibility that concrete is trapped in groove body 6 before entering cavity,
It ensure that going on smoothly for production technology.
Preferably, the precast hollow supporting element has the Reinforcement being located in the ontology 3 and stirrup mesh sheet
4, the Reinforcement forms the longitudinally connected reinforcing bar 5 in the top from the part that the top of the ontology 3 is stretched out, described vertical
Have to steel bar stress multiple, and each Reinforcement is connected with each other by the stirrup mesh sheet 4.It ensure that prefabricated sky
The intensity of heart supporting element and the composite part formed after casting concrete, moreover, being increased by more Reinforcements of setting
Added the position connected between the longitudinally connected reinforcing bar 5 in top and lateral connection reinforcing bar 9, increase the longitudinally connected reinforcing bar 5 in top with
Bonding strength between lateral connection reinforcing bar 9, and then strengthen the fastness of assembly concrete component entirety.
Further aspect of the application provides a kind of concrete structural system, including longitudinally connected sleeve 1 and above-mentioned dress
With formula concrete segment, the assembly concrete component has ontology 3 and from the bottom that the ontology 3 stretches out straight down
Longitudinally connected reinforcing bar 2, the longitudinally connected reinforcing bar 2 in bottom are used for through the longitudinally connected sleeve 1 and the adjacent assembly
The connection of formula concrete segment.
When two assembly concrete components assembly adjacent on vertical direction, the assembled that is located above
Concrete segment is the first assembly concrete component, and the underlying assembly concrete component is mixed for the second assembled
Solidifying local soil type's part, the longitudinally connected reinforcing bar 2 in the bottom of the first assembly concrete component are connected by the longitudinally connected sleeve 1
In the longitudinally connected reinforcing bar 5 in the top of the second assembly concrete component.
Specifically, supporting element is connect with concrete slab 11 below, bottom of the assembly concrete component for building
When, concrete slab is that longitudinal rib is provided on concrete floor, the longitudinally connected reinforcing bar 2 in the bottom of the assembly concrete component
It is connect by longitudinally connected sleeve 1 with the longitudinal rib；When assembly concrete component is used for the middle layer or top layer of building, mix
Concrete board 11 is concrete floor.
It is mixed to use assembled provided by the embodiment of the present application for concrete structural system provided by the embodiment of the present application
Solidifying local soil type's part, uses precast hollow supporting element, when site operation, can pour coagulation into the inner cavity of precast hollow supporting element
The beam and precast hollow supporting element are connected as one by the concrete realization poured in the inner cavity by soil at the same time,
By above-mentioned beam and precast hollow supporting element it is cast-in-place build connection can form required prefabricated superposed column, give up in the process
The method of conventional grout sleeve site operation, assembly concrete component provided by the present application reduce template consumption；And it is pre-
Hollow strutting piece processed is light-weight, and transport and lifting construction are convenient, improve production efficiency, and reduce site operation personnel, drops
Low production cost.The mechanical connection between the reinforcing bar of adjacent assembly concrete component is realized by longitudinally connected sleeve 1,
The bonding strength that ensure that between adjacent assembly concrete component is not only increased, and improves production efficiency.
Finally, it should be noted that the above various embodiments is only to illustrate the technical solution of the application, rather than its limitations；To the greatest extent
Pipe is described in detail the application referring to foregoing embodiments, those skilled in the art should understand that: its according to
So be possible to modify the technical solutions described in the foregoing embodiments, or to some or all of the technical features into
Row equivalent replacement；And these are modified or replaceed, each embodiment technology of the application that it does not separate the essence of the corresponding technical solution
The range of scheme.
Claims (10)
1. assembly concrete component characterized by comprising sequentially connected beam (7) and supporting element from top to bottom, it is described
Supporting element is precast hollow supporting element, and the precast hollow supporting element has for accommodating the inner cavity of concrete by described mixed
The beam (7) is connected as one by solidifying soil with the supporting element.
2. assembly concrete component according to claim 1, which is characterized in that the precast hollow supporting element has this
Body (3) and the longitudinally connected reinforcing bar in top (5) stretched out upwards from the top vertical of the ontology (3), the beam (7) have
The steel strand wires (8) extended in horizontal direction, the longitudinally connected reinforcing bar in top (5) connect with the steel strand wires (8).
3. assembly concrete component according to claim 2, which is characterized in that the steel strand wires (8) have vertically to
The elbow of upper bending.
4. assembly concrete component according to claim 2, which is characterized in that including with the steel strand wires (8) and institute
The longitudinally connected reinforcing bar (5) in top lateral connection reinforcing bar (9) arranged in a crossed manner is stated, the lateral connection reinforcing bar (9) and the steel twist
The connection of line (8) infall, the lateral connection reinforcing bar (9) connect with the top longitudinally connected reinforcing bar (5) infall.
5. assembly concrete component according to claim 4, which is characterized in that be formed with appearance on the beam (7)
Receive the groove bodies (6) of the steel strand wires (8), the groove body (6) has cell wall so that the groove body (6) can contain concrete, institute
Lateral connection reinforcing bar (9) is stated to extend in the groove body (6) to connect the steel strand wires (8).
6. assembly concrete component according to claim 5, which is characterized in that the cell wall includes bottom wall, and described
Body (3) has top port in communication with the inner cavity, and the top surface of the bottom wall tilts down the top for extending to the ontology (3)
At portion port.
7. assembly concrete component according to claim 4, which is characterized in that the lateral connection reinforcing bar (9) is U
Shape.
8. assembly concrete component according to any one of claims 1-7, which is characterized in that the beam (7)
For pre-tensioned prestressing beam.
9. the assembly concrete component according to any one of claim 2-7, which is characterized in that the precast hollow
Supporting element has the Reinforcement being located in the ontology (3) and stirrup mesh sheet (4), and the Reinforcement is from described
The part that the top of ontology (3) is stretched out forms the longitudinally connected reinforcing bar in the top (5), the Reinforcement have it is multiple, and
Each Reinforcement is connected with each other by the stirrup mesh sheet (4).
10. concrete structural system, which is characterized in that including longitudinally connected sleeve (1) and such as any one of claim 1-9
The assembly concrete component, the assembly concrete component have ontology (3) and from the ontology (3) vertically to
The longitudinally connected reinforcing bar in bottom (2) of lower stretching, the longitudinally connected reinforcing bar in bottom (2) are used to pass through the longitudinally connected sleeve
(1) it is connect with the adjacent assembly concrete component.
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910652098 | 2019-07-18 | ||
| CN2019106520981 | 2019-07-18 |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN110528684A true CN110528684A (en) | 2019-12-03 |
Family
ID=68670830
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201910926291.XA Pending CN110528684A (en) | 2019-07-18 | 2019-09-27 | Assembly concrete component and concrete structural system |
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| Country | Link |
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| CN (1) | CN110528684A (en) |
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| CN103469949A (en) * | 2013-10-07 | 2013-12-25 | 王睿敏 | Prefabricated composite floor slab and floor slab layer as well as construction method |
| CN108661171A (en) * | 2018-07-03 | 2018-10-16 | 江苏南通二建集团有限公司 | A kind of prefabricated assembled concrete frame joint connection structure |
| CN108867855A (en) * | 2018-08-24 | 2018-11-23 | 三筑工科技有限公司 | Vertically concrete frame structure body and book moulding body are overlapped with horizontal entirety |
| CN108930361A (en) * | 2018-09-07 | 2018-12-04 | 三筑工科技有限公司 | Prefabricated superposed column, assembled architecture body and assembled architecture body method of construction |
| CN210767204U (en) * | 2019-07-18 | 2020-06-16 | 三一筑工科技有限公司 | Prefabricated concrete component and concrete structure system |
-
2019
- 2019-09-27 CN CN201910926291.XA patent/CN110528684A/en active Pending
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103469949A (en) * | 2013-10-07 | 2013-12-25 | 王睿敏 | Prefabricated composite floor slab and floor slab layer as well as construction method |
| CN108661171A (en) * | 2018-07-03 | 2018-10-16 | 江苏南通二建集团有限公司 | A kind of prefabricated assembled concrete frame joint connection structure |
| CN108867855A (en) * | 2018-08-24 | 2018-11-23 | 三筑工科技有限公司 | Vertically concrete frame structure body and book moulding body are overlapped with horizontal entirety |
| CN108930361A (en) * | 2018-09-07 | 2018-12-04 | 三筑工科技有限公司 | Prefabricated superposed column, assembled architecture body and assembled architecture body method of construction |
| CN210767204U (en) * | 2019-07-18 | 2020-06-16 | 三一筑工科技有限公司 | Prefabricated concrete component and concrete structure system |
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