CN206233359U - A kind of assembled architecture reinforced concrete member - Google Patents
A kind of assembled architecture reinforced concrete member Download PDFInfo
- Publication number
- CN206233359U CN206233359U CN201621199479.7U CN201621199479U CN206233359U CN 206233359 U CN206233359 U CN 206233359U CN 201621199479 U CN201621199479 U CN 201621199479U CN 206233359 U CN206233359 U CN 206233359U
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- concrete
- frame
- assembled architecture
- steel bar
- reinforced concrete
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Abstract
The utility model discloses a kind of assembled architecture reinforced concrete member, including end frame post, concrete frame, tessellated forms, steel bar framework and Vierendeel girder, the medial surface of the end frame post is provided with steel bar framework groove, plate groove is fixed with the concrete frame, the medial surface of the tessellated forms is fixed with solid slug, the steel bar framework is located at the outside of concrete frame, and its upper and lower ends is connected with end reinforcement component, the Vierendeel girder is connected with each other by top rebars component with concrete frame.The assembled architecture reinforced concrete member, substantial amounts of construction formwork is saved, construction cost is effectively reduced, by the connection of precast frame, greatly reducing labour, cross-operation is convenient, so that accelerate the progress of construction, using slurry anchor connection and feather joint mode, the high precision of installation, ensure quality, overall structure has good bearing capacity characteristics and anti-seismic performance, it is adaptable to many, high-rise following residential architecture.
Description
Technical field
The utility model is related to technical field of building construction, specially a kind of assembled architecture reinforced concrete member.
Background technology
Development architectural industrialization is the right-about that architecture production mode is produced from extensive production to intensive style, is industry
The inevitable approach and developing direction of modernization.It is to realize effective way of architectural industrialization using prefabricated assembled concrete structure
Footpath, is with concrete prefabricated element as main member, through assembling, connection and the cast-in-place concrete structure in part.It is external
Concrete prefabricated element and armored concrete almost start to walk simultaneously, and the industrialization precast concrete in Modern Significance exists
True development was just obtained before half a century.
At present, domestic prefabricated concrete structure is universal not enough.Also, the design and system of traditional armored concrete
Making technology can not meet present construction technology, apply the substantial amounts of labour of man-hour requirement and construction formwork, and operation is more
Difficulty, construction speed is slow, and construction cost is high, and structure is not sufficiently stable.Regarding to the issue above, it is badly in need of a kind of assembled architecture steel of design
Muscle concrete component is solved.
Utility model content
The purpose of this utility model is to provide a kind of assembled architecture reinforced concrete member, with solving above-mentioned background technology
Propose to need substantial amounts of labour and construction formwork, operation is more difficult, construction speed is slow, and construction cost is high, and structure is not steady enough
Fixed problem.
To achieve the above object, the utility model provides following technical scheme：A kind of assembled architecture reinforced concrete member, bag
End frame post, concrete frame, tessellated forms, steel bar framework and Vierendeel girder are included, the medial surface of the end frame post is set
There is steel bar framework groove, be fixed with the concrete frame and middle frame is installed between plate groove, and concrete frame
Post, the center section of the middle frame post is connected with concrete layer, and concrete layer passes through straight thread connecting sleeve and screw thread
End bar is connected with each other, and pulp hole connector and grouting hole connector are provided with the outside of the straight thread connecting sleeve, described to inlay
The medial surface of template is fixed with the outside of solid slug, and solid slug and is provided with straight thread reinforced bar connector, the steel bar framework position
In the outside of concrete frame, and its upper and lower ends is connected with end reinforcement component, and the Vierendeel girder passes through top rebars component
It is connected with each other with concrete frame.
Preferably, the steel bar framework groove and steel bar framework are to inlay connection.
Preferably, the middle frame post overall structure uses slurry anchor connection mode.
Preferably, the tessellated forms and plate groove are tenon connecting structure.
Preferably, the end reinforcement component is provided with two, positioned at the inner side of concrete frame, and itself and coagulation at one
Soil layer is corresponded, and another place is located at the outside of concrete frame.
Preferably, the top rebars component is equidistant symmetrical structure.
Compared with prior art, the beneficial effects of the utility model are：The assembled architecture reinforced concrete member, it is and existing
Direct concrete construction saves substantial amounts of construction formwork under comparing, and construction cost is effectively reduced, by prefabricated frame
The connection of frame, greatly reducing labour, and cross-operation is convenient, so that accelerate the progress of construction, using slurry anchor connection and tenon
Connected mode, the high precision of installation, it is ensured that quality, overall structure has good bearing capacity characteristics and anti-seismic performance, it is adaptable to
Many, high-rise following residential architecture.
Brief description of the drawings
Fig. 1 is the utility model structure overall schematic；
Fig. 2 is the utility model structure middle frame post connection diagram；
Fig. 3 is the utility model damascene template schematic diagram.
In figure：1st, end frame post, 2, steel bar framework groove, 3, concrete frame, 4, middle frame post, 5, end of thread steel
Muscle, 6, straight thread connecting sleeve, 7, concrete layer, 8, pulp hole connector, 9, grouting hole connector, 10, plate groove, 11, inlay
Template, 12, straight thread reinforced bar connector, 13, solid slug, 14, steel bar framework, 15, end reinforcement component, 16, Vierendeel girder, 17,
Top rebars component.
Specific embodiment
Below in conjunction with the accompanying drawing in the utility model embodiment, the technical scheme in the utility model embodiment is carried out
Clearly and completely describe, it is clear that described embodiment is only a part of embodiment of the utility model, rather than whole
Embodiment.Based on the embodiment in the utility model, those of ordinary skill in the art are not under the premise of creative work is made
The every other embodiment for being obtained, belongs to the scope of the utility model protection.
Fig. 1-3 are referred to, the utility model provides a kind of technical scheme：A kind of assembled architecture reinforced concrete member, including
End frame post 1, steel bar framework groove 2, concrete frame 3, middle frame post 4, screw thread end bar 401, straight screw connection set
Cylinder 402, concrete layer 403, pulp hole connector 404, grouting hole connector 405, plate groove 5, tessellated forms 6, straight thread reinforced bar
Connector 601, solid slug 602, steel bar framework 7, end reinforcement component 8, Vierendeel girder 9 and top rebars component 10, end frame
The medial surface of post 1 is provided with steel bar framework groove 2, and steel bar framework groove 2 and steel bar framework 7 are to inlay connection, the precision of installation
Height, is fixed with concrete frame 3 and middle frame post 4 is provided between plate groove 5, and concrete frame 3, middle frame post
4 overall structures use slurry anchor connection mode, and the center section of middle frame post 4 is connected with concrete layer 403, and concrete
Layer 403 is connected with each other by straight thread connecting sleeve 402 with screw thread end bar 401, and the outside of straight thread connecting sleeve 402 is set
There are pulp hole connector 404 and grouting hole connector 405, the medial surface of tessellated forms 6 is fixed with solid slug 602, tessellated forms 6 and mould
Plate groove 5 is tenon connecting structure, the Stability Analysis of Structures of building, and the outside of solid slug 602 is provided with straight thread reinforced bar connector
601, steel bar framework 7 is located at the outside of concrete frame 3, and its upper and lower ends is connected with end reinforcement component 8, end reinforcing bar structure
Part 8 is provided with two, and positioned at the inner side of concrete frame 3 at one, and it is corresponded with concrete layer 403, and another place is located at
The outside of concrete frame 3, is easy to being fixedly connected between end frame column 1, concrete frame 3 and middle frame post 4,
Vierendeel girder 9 is connected with each other by top rebars component 10 with concrete frame 3, and top rebars component 10 is equidistantly symmetrical
Structure, the good fixing effect of Vierendeel girder 9.
Operation principle：When using the assembled architecture reinforced concrete member, first the structure to the device is carried out simply
Solution, the end frame post 1 in the device, concrete frame 3 and Vierendeel girder 9 are carried out first it is prefabricated, it is prefabricated after part it is convenient
Construction, and construction formwork is reduced, then carrying out slurry anchor connection to middle part frame column 4 is made, and spiral shell is fixed on concrete layer 403
, be attached thereto for the concrete column of hollow structure afterwards by line end bar 401 and straight thread connecting sleeve 402, is connect by grout hole
First 405 pour material so that concrete layer 403 is combined together with concrete column, and middle frame post 4 is so made repeatedly, connect
And installed to overall, the end frame post 1 of both sides is connected with concrete frame 3, using steel bar framework groove 2 and reinforcing bar
Framework 7 inlays the mode and end reinforcement component 8 and the feather joint mode of end frame post 1 of connection, carries out both connections, continues
Using feather joint mode, concrete layer 403 is acted on so that concrete frame 3 is connected with middle frame post 4, while passing through
Top rebars component 10, Vierendeel girder 9 is fixed on concrete frame 3 and middle frame post 4, and finally, tessellated forms 6 are by straight
Spiral connector 601 is injected in concrete frame 3 in prefabricated reinforced hole so that plate groove 5 with inlay mould
All connection is completed plate 6, that is, complete the construction of whole device, here it is the work of the assembled architecture reinforced concrete member is former
Reason.
While there has been shown and described that embodiment of the present utility model, for the ordinary skill in the art,
It is appreciated that these embodiments can be carried out various changes in the case where principle of the present utility model and spirit is not departed from, repaiies
Change, replace and modification, scope of the present utility model is defined by the appended claims and the equivalents thereof.
Claims (6)
1. a kind of assembled architecture reinforced concrete member, including end frame post (1), concrete frame (3), tessellated forms (6), steel
Muscle framework (7) and Vierendeel girder (9), it is characterised in that：The medial surface of the end frame post (1) is provided with steel bar framework groove
(2), it is fixed between plate groove (5), and concrete frame (3) on the concrete frame (3) and middle frame post is installed
(4), the center section of the middle frame post (4) is connected with concrete layer (403), and concrete layer (403) by straight thread
Branch sleeve (402) is connected with each other with screw thread end bar (401), is provided with out on the outside of the straight thread connecting sleeve (402)
Slurry hole connector (404) and grouting hole connector (405), the medial surface of the tessellated forms (6) are fixed with solid slug (602), and real
Straight thread reinforced bar connector (601) is installed, the steel bar framework (7) is positioned at concrete frame (3) on the outside of heart block (602)
Outside, and its upper and lower ends is connected with end reinforcement component (8), the Vierendeel girder (9) by top rebars component (10) with it is mixed
Solidifying soil framework (3) is connected with each other.
2. a kind of assembled architecture reinforced concrete member according to claim 1, it is characterised in that：The steel bar framework groove
And steel bar framework (7) is to inlay connection (2).
3. a kind of assembled architecture reinforced concrete member according to claim 1, it is characterised in that：The middle frame post
(4) overall structure uses slurry anchor connection mode.
4. a kind of assembled architecture reinforced concrete member according to claim 1, it is characterised in that：The tessellated forms (6)
It is tenon connecting structure with plate groove (5).
5. a kind of assembled architecture reinforced concrete member according to claim 1, it is characterised in that：The end reinforcement component
(8) it is provided with two, positioned at the inner side of concrete frame (3) at one, and it is corresponded with concrete layer (403), another place
Positioned at the outside of concrete frame (3).
6. a kind of assembled architecture reinforced concrete member according to claim 1, it is characterised in that：The top rebars component
(10) it is equidistant symmetrical structure.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621199479.7U CN206233359U (en) | 2016-11-07 | 2016-11-07 | A kind of assembled architecture reinforced concrete member |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621199479.7U CN206233359U (en) | 2016-11-07 | 2016-11-07 | A kind of assembled architecture reinforced concrete member |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206233359U true CN206233359U (en) | 2017-06-09 |
Family
ID=58990889
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621199479.7U Expired - Fee Related CN206233359U (en) | 2016-11-07 | 2016-11-07 | A kind of assembled architecture reinforced concrete member |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206233359U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109577478A (en) * | 2018-12-21 | 2019-04-05 | 贺州学院 | The bracing means of assembled wall |
| CN112575962A (en) * | 2020-12-15 | 2021-03-30 | 聂运发 | Prefabricated reinforced concrete structural beam for prefabricated house building |
-
2016
- 2016-11-07 CN CN201621199479.7U patent/CN206233359U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109577478A (en) * | 2018-12-21 | 2019-04-05 | 贺州学院 | The bracing means of assembled wall |
| CN112575962A (en) * | 2020-12-15 | 2021-03-30 | 聂运发 | Prefabricated reinforced concrete structural beam for prefabricated house building |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20170609 Termination date: 20171107 |