CN206267359U - Concrete prefabricated element horizontal connection structure and assembled architecture - Google Patents
Concrete prefabricated element horizontal connection structure and assembled architecture Download PDFInfo
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- CN206267359U CN206267359U CN201621274649.3U CN201621274649U CN206267359U CN 206267359 U CN206267359 U CN 206267359U CN 201621274649 U CN201621274649 U CN 201621274649U CN 206267359 U CN206267359 U CN 206267359U
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- horizontal connection
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Abstract
The utility model discloses a kind of concrete prefabricated element horizontal connection structure and assembled architecture, concrete prefabricated element horizontal connection structure includes：Lower floor's prefabricated components, lower floor's prefabricated components include lower-layer concrete and lower floor's reinforcing bar；Collar tie beam, collar tie beam is located at the upper surface of lower floor's prefabricated components；Upper strata prefabricated components, upper strata prefabricated components include upper layer concrete and top bars, the lower surface of upper layer concrete and the junction of side surface are provided with from the following table of upper layer concrete towards the domatic of side surface and the extension that is inclined upwardly, and have gap between the lower end of upper layer concrete and the upper surface of collar tie beam；Rebar connector, rebar connector is connected with top bars and lower floor's reinforcing bar respectively；Articulamentum is poured, articulamentum is poured and is filled in gap.Concrete prefabricated element horizontal connection structure according to the utility model embodiment has the advantages that easy construction, structural strength be high, fault tolerance is strong.
Description
Technical field
The utility model is related to construction engineering technical field, connects in particular to a kind of concrete prefabricated element level
Binding structure and the assembled architecture with it.
Background technology
Assembled architecture realizes building for building by the connection to prefabricated components.Between prefabricated components in correlation technique
Horizontal joint using grouting process or using seat slurry handling process be attached, but the prefabricated structure of upper strata prefabricated components and lower floor
Connection between part cannot ensure that integrally-built stress performance cannot ensure.
Utility model content
The utility model is intended at least solve one of above-mentioned technical problem of the prior art to a certain extent.Therefore,
The utility model proposes a kind of concrete prefabricated element horizontal connection structure, the concrete prefabricated element horizontal connection structure has
Easy construction, the advantages of structural strength is high, fault tolerance is strong.
The utility model also proposes a kind of assembled architecture with the concrete prefabricated element horizontal connection structure.
To achieve the above object, first aspect of the present utility model proposes a kind of concrete prefabricated element level connection joint knot
Structure, the concrete prefabricated element horizontal connection structure includes：Lower floor's prefabricated components, lower floor's prefabricated components are mixed including lower floor
Solidifying soil and lower floor's reinforcing bar；Collar tie beam, the collar tie beam is located at the upper surface of lower floor's prefabricated components；Upper strata prefabricated components, it is described on
Layer prefabricated component include upper layer concrete and top bars, and the lower surface of the upper layer concrete and the junction of side surface are provided with
From the following table of the upper layer concrete towards the domatic of side surface and the extension that is inclined upwardly, the lower surface of the upper layer concrete with
There is gap between the upper surface of the collar tie beam；Rebar connector, the rebar connector respectively with the top bars and institute
Lower floor's reinforcing bar is stated to be connected；Articulamentum is poured, the articulamentum that pours is filled in the gap.
According to concrete prefabricated element horizontal connection structure of the present utility model, with easy construction, structural strength is high, hold
The advantages of difference ability is strong.
In addition, can also have following additional skill according to concrete prefabricated element horizontal connection structure of the present utility model
Art feature：
The domatic rough surface for roughness higher than predetermined value.
The minimum constructive height in the gap is 35-40 millimeters.
The rebar connector is sleeve, and the top bars and lower floor's reinforcing bar are by the sleeve slurry anchor connection.
The top bars and lower floor's reinforcing bar are starched anchor and are overlapped by the rebar connector.
The articulamentum that pours is for grouting material or pea gravel concreten.
The upper surface of the lower-layer concrete is provided with keyway.
The upper surface of the lower-layer concrete is rough surface of the roughness higher than predetermined value.
The top bars includes upper horizontal reinforcement and upper vertical reinforcement, and lower floor's reinforcing bar includes lower horizontal reinforcement with
Vertical reinforcement, the upper vertical reinforcement and the lower vertical reinforcement are connected by the rebar connector.
Second aspect of the present utility model proposes a kind of assembled architecture, and the assembled architecture includes new according to this practicality
Concrete prefabricated element horizontal connection structure described in the first aspect of type.
According to assembled architecture of the present utility model, by using the coagulation according to first aspect of the present utility model
Native prefabricated components horizontal connection structure, has the advantages that highly reliable.
Brief description of the drawings
Fig. 1 is the structural representation of the concrete prefabricated element horizontal connection structure according to the utility model embodiment.
Reference：Concrete prefabricated element horizontal connection structure 1, lower floor's prefabricated components 100, lower-layer concrete 110, key
Groove 111, lower floor's reinforcing bar 120, collar tie beam 200, upper strata prefabricated components 300, upper layer concrete 310, domatic 311, top bars 320,
Rebar connector 400, the minimum constructive height h for pouring articulamentum 500, gap.
Specific embodiment
Embodiment of the present utility model is described below in detail, the example of the embodiment is shown in the drawings, wherein ad initio
Same or similar element or element with same or like function are represented to same or similar label eventually.Below by ginseng
The embodiment for examining Description of Drawings is exemplary, it is intended to for explaining the utility model, and it is not intended that to the utility model
Limitation.
In description of the present utility model, it is to be understood that term " " center ", " longitudinal direction ", " transverse direction ", " length ", " width
Degree ", " thickness ", " on ", D score, "front", "rear", "left", "right", " vertical ", " level ", " top ", " bottom " " interior ", " outward ", " suitable
The orientation or position relationship of the instruction such as hour hands ", " counterclockwise ", " axial direction ", " radial direction ", " circumference " are based on orientation shown in the drawings
Or position relationship, be for only for ease of description the utility model and simplify and describe, rather than indicate or imply signified device or
Element must have specific orientation, with specific azimuth configuration and operation, therefore it is not intended that to limit of the present utility model
System.
Additionally, term " first ", " second " are only used for describing purpose, and it is not intended that indicating or implying relative importance
Or the implicit quantity for indicating indicated technical characteristic.Thus, define " first ", the feature of " second " can express or
Implicitly include at least one this feature.In description of the present utility model, " multiple " is meant that at least two, such as two
It is individual, three etc., unless otherwise expressly limited specifically.
Below with reference to the accompanying drawings concrete prefabricated element horizontal connection structure 1 according to the utility model embodiment is described.
As shown in figure 1, the concrete prefabricated element horizontal connection structure 1 according to the utility model embodiment includes that lower floor is pre-
Component processed 100, collar tie beam 200, upper strata prefabricated components 300, rebar connector 400 and pour articulamentum 500.
Lower floor's prefabricated components 100 include lower-layer concrete 110 and lower floor's reinforcing bar 120.Collar tie beam 200 is located at lower floor's prefabricated components
100 upper surface.Upper strata prefabricated components 300 include upper layer concrete 310 and top bars 320, the following table of upper layer concrete 310
The junction of face and side surface is provided with domatic 311 from the following table of upper layer concrete 310 towards side surface and the extension that is inclined upwardly,
There is gap between the lower surface of upper layer concrete 310 and the upper surface of collar tie beam 200.Rebar connector 400 respectively with upper strata steel
Muscle 320 is connected with lower floor reinforcing bar 120.Articulamentum 500 is poured to be filled in the gap.
Concrete prefabricated element horizontal connection structure 1 according to the utility model embodiment, by upper layer concrete 310
Lower surface set domatic 311, can not only increase the connection area of layer concrete 310, and compared in correlation technique
Connected mode, can increase operating space during connection upper strata prefabricated components 300 and lower floor's prefabricated components 100, be effectively improved and pour
The curing condition of articulamentum 500 is built, is easy to exclude the air at the top of seam when filling pours articulamentum 500, it is ensured that junction
Pour the pouring quality of articulamentum 500, thus ensure upper strata prefabricated components 300 and lower floor's prefabricated components 100 bonding strength and
Performance.
Also, by increasing operating space during connection upper strata prefabricated components 300 and lower floor's prefabricated components 100, can be so as to
Constructed in operating personnel, the connection of upper strata prefabricated components 300 and lower floor's prefabricated components 100 is more facilitated, strengthened lower floor
Prefabricated components 100 and the fault tolerance of the junction of upper strata prefabricated components 300, reduce lower floor's prefabricated components 100 and the prefabricated structure in upper strata
The dimension precision requirement of part 300, is easy to ensure the absolute altitude of attachment structure 1.
Additionally, by setting domatic 311, can not only save and the isostructural process of keyway is set in upper layer concrete 310,
To simplify the assembly process of concrete prefabricated element horizontal connection structure 1, and upper strata prefabricated components 300 and the company of pouring can be made
The stress connect between layer 500 is more reasonable, further improves the structural strength and reliability of attachment structure 1.
Therefore, the concrete prefabricated element horizontal connection structure 1 according to the utility model embodiment has easy construction, knot
The advantages of structure intensity is high, fault tolerance is strong.
Below with reference to the accompanying drawings concrete prefabricated element horizontal connection structure according to the utility model specific embodiment is described
1。
In some specific embodiments of the present utility model, as shown in figure 1, according to the concrete of the utility model embodiment
Prefabricated components horizontal connection structure 1 includes lower floor's prefabricated components 100, collar tie beam 200, upper strata prefabricated components 300, rebar connector
400 and pour articulamentum 500.
Domatic 311 is rough surface of the roughness higher than predetermined value.It will be appreciated herein that predetermined value can ensure
Domatic 311 with the bonding strength for pouring articulamentum 500 in the case of be adjusted according to actual conditions.The size of predetermined value with pour
Build material, the material of upper strata prefabricated components 300 and the design requirement of intensity to attachment structure 1 of articulamentum 500 etc. relevant,
Those skilled in the art can be drawn by modes such as simple experiments.Upper layer concrete 310 and the company of pouring can so be increased
The bonding force of layer 500 is connect, the structural strength of attachment structure 1 is improved.
Alternatively, as shown in figure 1, the minimum constructive height h in the gap is 35-40 millimeters.On so can further increasing
Operating space between layer prefabricated component 300 and collar tie beam 200, is easy to carry out formwork in side edge, in order to pour articulamentum 500
Pour.
In one particular embodiment of the present invention, as shown in figure 1, rebar connector 400 is sleeve, top bars 320
With lower floor reinforcing bar 120 by the sleeve slurry anchor connection.The connection of top bars 320 and lower floor's reinforcing bar 120 can be so realized,
Ensure the structural strength of attachment structure 1.
In another specific embodiment of the invention, top bars 320 and lower floor's reinforcing bar 120 pass through rebar connector
400 slurry anchor overlap joints.So can equally realize the connection of top bars 320 and lower floor's reinforcing bar 120, it is ensured that the knot of attachment structure 1
Structure intensity.
Specifically, the articulamentum that pours is for grouting material or pea gravel concreten.So can be in order to pour articulamentum 500
Pour and be molded.
In one particular embodiment of the present invention, as shown in figure 1, the upper surface of lower-layer concrete 110 is provided with keyway
111.The contact area of lower-layer concrete 110 and collar tie beam 200 can so be increased, collar tie beam 200 is improved with lower-layer concrete 110
Bonding strength.
In another specific embodiment of the invention, the upper surface of lower-layer concrete 110 is that roughness is higher than predetermined value
Rough surface.So can equally increase the contact area of lower-layer concrete 110 and collar tie beam 200, improve collar tie beam 200 and lower floor
The bonding strength of concrete 110.
More specifically, as shown in figure 1, top bars 320 includes upper horizontal reinforcement and upper vertical reinforcement, lower floor's reinforcing bar
120 include lower horizontal reinforcement and lower vertical reinforcement, and the upper vertical reinforcement and the lower vertical reinforcement pass through rebar connector 400
Connection.So may further ensure that the structural strength of attachment structure 1.
Specifically, lower floor's prefabricated components 100 and upper strata prefabricated components 300 can be wall or column.
Assembled architecture according to the utility model embodiment is described below.According to the assembled of the utility model embodiment
Building includes the concrete prefabricated element horizontal connection structure 1 according to the utility model above-described embodiment.
According to the assembled architecture of the utility model embodiment, by using according to the mixed of the utility model above-described embodiment
Solidifying soil prefabricated components horizontal connection structure 1, has the advantages that highly reliable.
Other compositions of assembled architecture according to the utility model embodiment and operation are for ordinary skill
All it is known for personnel, is not detailed herein.
In the utility model, unless otherwise clearly defined and limited, term " installation ", " connected ", " connection ", " Gu
It is fixed " etc. term should be interpreted broadly, for example, it may be fixedly connected, or be detachably connected, or integrally；Can be
Mechanically connect, or electrically connect or can communicate each other；Can be joined directly together, it is also possible to by the indirect phase of intermediary
Even, can be two element internals connection or two interaction relationships of element, unless otherwise clearly restriction.For this
For the those of ordinary skill in field, concrete meaning of the above-mentioned term in the utility model can be as the case may be understood.
In the description of this specification, reference term " one embodiment ", " some embodiments ", " example ", " specifically show
The description of example " or " some examples " etc. means to combine specific features, structure, material or spy that the embodiment or example are described
Point is contained at least one embodiment of the present utility model or example.In this manual, to the schematic table of above-mentioned term
State and be necessarily directed to identical embodiment or example.And, the specific features of description, structure, material or feature can be with
Combined in an appropriate manner in any one or more embodiments or example.Additionally, in the case of not conflicting, this area
Technical staff the feature of the different embodiments or example described in this specification and different embodiment or example can be entered
Row is combined and combined.
Although embodiment of the present utility model has been shown and described above, it is to be understood that above-described embodiment is
Exemplary, it is impossible to it is interpreted as to limitation of the present utility model, one of ordinary skill in the art is in scope of the present utility model
It is interior above-described embodiment to be changed, changed, replaced and modification.
Claims (10)
1. a kind of concrete prefabricated element horizontal connection structure, it is characterised in that including：
Lower floor's prefabricated components, lower floor's prefabricated components include lower-layer concrete and lower floor's reinforcing bar；
Collar tie beam, the collar tie beam is located at the upper surface of lower floor's prefabricated components；
Upper strata prefabricated components, the upper strata prefabricated components include upper layer concrete and top bars, under the upper layer concrete
The junction of surface and side surface is provided with from the following table of the upper layer concrete towards the domatic of side surface and the extension that is inclined upwardly,
There is gap between the lower surface of the upper layer concrete and the upper surface of the collar tie beam；
Rebar connector, the rebar connector is connected with the top bars and lower floor's reinforcing bar respectively；
Articulamentum is poured, the articulamentum that pours is filled in the gap.
2. concrete prefabricated element horizontal connection structure according to claim 1, it is characterised in that described domatic for coarse
Rough surface of the degree higher than predetermined value.
3. concrete prefabricated element horizontal connection structure according to claim 1, it is characterised in that the minimum in the gap
Highly it is 35-40 millimeters.
4. concrete prefabricated element horizontal connection structure according to claim 1, it is characterised in that the rebar connector
It is sleeve, the top bars and lower floor's reinforcing bar are by the sleeve slurry anchor connection.
5. concrete prefabricated element horizontal connection structure according to claim 1, it is characterised in that the top bars and
Lower floor's reinforcing bar is starched anchor and is overlapped by the rebar connector.
6. concrete prefabricated element horizontal connection structure according to claim 1, it is characterised in that described to pour articulamentum
It is grouting material or pea gravel concreten.
7. concrete prefabricated element horizontal connection structure according to claim 1, it is characterised in that the lower-layer concrete
Upper surface be provided with keyway.
8. concrete prefabricated element horizontal connection structure according to claim 1, it is characterised in that the lower-layer concrete
Upper surface for roughness higher than predetermined value rough surface.
9. concrete prefabricated element horizontal connection structure according to claim 1, it is characterised in that the top bars bag
Horizontal reinforcement and upper vertical reinforcement are included, lower floor's reinforcing bar includes lower horizontal reinforcement and lower vertical reinforcement, the upper vertical steel
Muscle and the lower vertical reinforcement are connected by the rebar connector.
10. a kind of assembled architecture, it is characterised in that including concrete prefabricated according to any one of claim 1-9
Modular level attachment structure.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621274649.3U CN206267359U (en) | 2016-11-24 | 2016-11-24 | Concrete prefabricated element horizontal connection structure and assembled architecture |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621274649.3U CN206267359U (en) | 2016-11-24 | 2016-11-24 | Concrete prefabricated element horizontal connection structure and assembled architecture |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206267359U true CN206267359U (en) | 2017-06-20 |
Family
ID=59041444
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621274649.3U Active CN206267359U (en) | 2016-11-24 | 2016-11-24 | Concrete prefabricated element horizontal connection structure and assembled architecture |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206267359U (en) |
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2016
- 2016-11-24 CN CN201621274649.3U patent/CN206267359U/en active Active
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