CN203716287U - Multi-layer stereo framework being composed of prefabricated reinforced concrete components - Google Patents
Multi-layer stereo framework being composed of prefabricated reinforced concrete components Download PDFInfo
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- CN203716287U CN203716287U CN201320879198.6U CN201320879198U CN203716287U CN 203716287 U CN203716287 U CN 203716287U CN 201320879198 U CN201320879198 U CN 201320879198U CN 203716287 U CN203716287 U CN 203716287U
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- reinforced concrete
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- prefabricated reinforced
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Abstract
The utility model discloses a multi-layer stereo framework being composed of prefabricated reinforced concrete components. The multi-layer stereo framework comprises prefabricated reinforced concrete stand columns, prefabricated reinforced concrete column heads and plug-in type prefabricated reinforced concrete beam frameworks; a plurality of stand column rebar plugs are reserved on the lower ends of the prefabricated reinforced concrete stand columns; a plurality of stand column rebar inserting holes matching the stand column rebar plugs are reserved in the upper ends of the prefabricated reinforced concrete stand columns; a plurality of column head rebar plugs matching the stand column rebar inserting holes are reserved in the lower ends of the prefabricated reinforced concrete column heads; through holes corresponding to the stand column rebar inserting holes are arranged on beam column nodes of the plug-in type prefabricated reinforced concrete beam frameworks; and the prefabricated reinforced concrete stand columns are arranged in a multi-layered manner. According to the utility model, construction is convenient to carry out and field construction pollution can be reduced.
Description
Technical field
The utility model relates to building field, the layer stereo framework that particularly a kind of precast reinforced concrete structure is assembled into.
Background technology
The multistory frame structure being formed by pillar and beam is the basis of tier building.The multistory frame structure of general tier building is made by cast-in-site steel concrete.Make this multistory frame structure and exist long in time limitly, efficiency of construction is low, the heavy-polluted defect of site operation.House industrialization is the inexorable trend of Building Trade in China development, by concrete structure be prefabricated in the factory, on-site consolidation, realize the industrialization of member factory prefabricating, reduce workload, the minimizing on-site concrete wet trade of site operation, improve construction worker's condition of work, reduce site operation and pollute, raise labour efficiency, reducing energy consumption, is current Building Trade in China problem demanding prompt solution.
Utility model content
The purpose of this utility model is to provide a kind of convenient construction and can reduces the layer stereo framework that precast reinforced concrete structure that site operation pollutes is assembled into.
For achieving the above object, the utility model adopts following technical scheme:
The layer stereo framework that precast reinforced concrete structure is assembled into, is characterized in that, it comprises: prefabricated reinforced concrete column, prefabricated reinforced concrete column head and plug-in type precast reinforced concrete beam framework;
Described prefabricated reinforced concrete column, its lower end is reserved with several column reinforcing bar plugs, its upper end is reserved with the column reinforcing bar jack that several and described column reinforcing bar plug matches, described column reinforcing bar jack is to be formed at the column column corrugated steel tube of described prefabricated reinforced concrete column upper end by pre-note, and the lower end of described column corrugated steel tube is screwed onto the end of the column embedded bar in described prefabricated reinforced concrete column;
Described prefabricated reinforced concrete column head, its lower end is reserved with the column cap reinforcing bar plug that the column reinforcing bar jack of several and described prefabricated reinforced concrete column matches;
Described plug-in type precast reinforced concrete beam framework, it is provided with the corresponding through hole of column reinforcing bar jack of several and described prefabricated reinforced concrete column in bean column node place, and described through hole is formed by the corrugated steel tube that is cast in bean column node place;
Described prefabricated reinforced concrete column becomes multilayer setting with plug-in type precast reinforced concrete beam framework, plug-in type precast reinforced concrete beam framework described in sandwiched one between adjacent two layers prefabricated reinforced concrete column, the column reinforcing bar plug of upper strata prefabricated reinforced concrete column inserts in the column reinforcing bar jack of lower floor's prefabricated reinforced concrete column through the through hole of described plug-in type precast reinforced concrete beam framework, the plug-in type precast reinforced concrete beam framework of top layer is located between top layer prefabricated reinforced concrete column and prefabricated reinforced concrete column head, the column cap reinforcing bar plug of described prefabricated reinforced concrete column head inserts through the through hole of described plug-in type precast reinforced concrete beam framework in the column reinforcing bar jack of prefabricated reinforced concrete column of top layer, in the through hole of the column reinforcing bar jack of described prefabricated reinforced concrete column and described plug-in type precast reinforced concrete beam framework, be equipped with bridging agent, described prefabricated reinforced concrete column, prefabricated reinforced concrete column head and plug-in type precast reinforced concrete beam framework cooperation place are equipped with seam bridging agent.
Described plug-in type precast reinforced concrete beam framework is pegged graft and is formed by prefabricated reinforced concrete longeron and prefabricated reinforced concrete crossbeam, described prefabricated reinforced concrete longeron has crossbeam link, described prefabricated reinforced concrete crossbeam has the longeron link matching with the crossbeam link of described prefabricated reinforced concrete longeron, the center line of the crossbeam link of described prefabricated reinforced concrete longeron overlaps with the center line of the longeron link of described prefabricated reinforced concrete crossbeam, the described longeron link of described prefabricated reinforced concrete crossbeam is reserved with several crossbeam reinforcing bar plugs, the crossbeam link of described prefabricated reinforced concrete longeron is reserved with the longeron reinforcing bar jack that several and described crossbeam reinforcing bar plug matches, described longeron reinforcing bar jack is to be formed by the corrugated steel tube of the crossbeam link that is cast in described prefabricated reinforced concrete longeron, the inner end of described corrugated steel tube is screwed onto the end of the embedded bar in crossbeam link, in described longeron reinforcing bar jack, be provided with bridging agent, the crossbeam link cooperation place of the longeron link of described prefabricated reinforced concrete crossbeam and described steel concrete longeron is provided with seam bridging agent.
The beneficial effect of the technical scheme that the utility model provides is:
The layer stereo framework that the utility model precast reinforced concrete structure is assembled into is owing to adopting technique scheme, be that each assembly adopts inserting mode to connect, each assembly can carry out prefabricated in factory, splice at the construction field (site) installation, do not need concrete wet trade, easy construction, the site operation cycle is short, and can reduce site operation and pollute.
Brief description of the drawings
Fig. 1 is the layer stereo frame construction schematic diagram that the utility model precast reinforced concrete structure is assembled into;
Fig. 2 is precast reinforced concrete beam frame construction schematic diagram in the utility model;
Fig. 3 is precast reinforced concrete beam framework decomposition structural representation in the utility model;
Fig. 4 is upper and lower two-layer prefabricated reinforced concrete column and precast reinforced concrete beam frame connecting structure schematic diagram in the utility model;
Fig. 5 is upper and lower two-layer prefabricated reinforced concrete column and precast reinforced concrete beam frame connecting structure decomposing schematic representation in the utility model;
Fig. 6 is upper and lower two-layer prefabricated reinforced concrete column and precast reinforced concrete beam frame connecting structure decomposition cross-sectional schematic in the utility model;
Fig. 7 is prefabricated reinforced concrete longeron and prefabricated reinforced concrete beam connecting structure schematic diagram in the utility model;
Fig. 8 is prefabricated reinforced concrete longeron and prefabricated reinforced concrete beam connecting structure decomposing schematic representation in the utility model.
Fig. 9 is prefabricated reinforced concrete column header structure schematic diagram in the utility model.
Reference numeral: 1-prefabricated reinforced concrete column; 2-prefabricated reinforced concrete column head; 3-plug-in type precast reinforced concrete beam framework; 4-column reinforcing bar plug; 5-column reinforcing bar jack; 6-column corrugated steel tube; 7-column embedded bar; 8-column cap reinforcing bar plug; 9-through hole; 10-prefabricated reinforced concrete longeron; 11-prefabricated reinforced concrete crossbeam; 12-crossbeam link; 13-longeron link; 14-longeron reinforcing bar plug; 15-crossbeam reinforcing bar jack.
Detailed description of the invention
For making the purpose of this utility model, technical scheme and advantage clearer, below in conjunction with accompanying drawing, the utility model embodiment is described in further detail.
As shown in Figure 1, Figure 2, shown in Fig. 3, Fig. 4, Fig. 5, Fig. 6, Fig. 7, Fig. 8, Fig. 9, the layer stereo framework that a kind of precast reinforced concrete structure of the utility model is assembled into, it comprises: prefabricated reinforced concrete column 1, prefabricated reinforced concrete column head 2 and plug-in type precast reinforced concrete beam framework 3;
Described prefabricated reinforced concrete column 1, its lower end is reserved with several column reinforcing bar plugs 4, its upper end is reserved with the column reinforcing bar jack 5 that several and described column reinforcing bar plug matches, described column reinforcing bar jack 5 is to be made up of at the column corrugated steel tube 6 of described prefabricated reinforced concrete column 1 upper end pre-note, and the lower end of described column corrugated steel tube 6 is screwed onto the end of the column embedded bar 7 in described prefabricated reinforced concrete column;
Described prefabricated reinforced concrete column head 2, its lower end is reserved with the column cap reinforcing bar plug 8 that the column reinforcing bar jack 5 of several and described prefabricated reinforced concrete column matches;
Described plug-in type precast reinforced concrete beam framework 3, it is provided with the corresponding through hole 9 of column reinforcing bar jack of several and described prefabricated reinforced concrete column in bean column node place, and described through hole 9 is formed by the corrugated steel tube that is cast in bean column node place;
Described prefabricated reinforced concrete column 1 becomes multilayer setting with plug-in type precast reinforced concrete beam framework, plug-in type precast reinforced concrete beam framework 3 described in sandwiched one between adjacent two layers prefabricated reinforced concrete column 1, the column reinforcing bar plug 4 of upper strata prefabricated reinforced concrete column 1 inserts in the column reinforcing bar jack 5 of lower floor's prefabricated reinforced concrete column through the through hole 9 of described plug-in type precast reinforced concrete beam framework 3, the plug-in type precast reinforced concrete beam framework 3 of top layer is located between top layer prefabricated reinforced concrete column 1 and prefabricated reinforced concrete column head 2, the column cap reinforcing bar plug 8 of described prefabricated reinforced concrete column head 2 inserts in the column reinforcing bar jack 5 of prefabricated reinforced concrete column 1 of top layer through the through hole 9 of described plug-in type precast reinforced concrete beam framework 3, in the column reinforcing bar jack 5 of described prefabricated reinforced concrete column and the through hole 9 of described plug-in type precast reinforced concrete beam framework, be equipped with bridging agent, described prefabricated reinforced concrete column 1, prefabricated reinforced concrete column head 2 and plug-in type precast reinforced concrete beam framework 3 cooperation places are equipped with seam bridging agent.
Described plug-in type precast reinforced concrete beam framework 3 is pegged graft and is formed by prefabricated reinforced concrete longeron 10 and prefabricated reinforced concrete crossbeam 11, described prefabricated reinforced concrete longeron 10 has crossbeam link 12, described prefabricated reinforced concrete crossbeam 11 has the longeron link 13 matching with the crossbeam link 12 of described prefabricated reinforced concrete longeron, the center line of the crossbeam link 12 of described prefabricated reinforced concrete longeron overlaps with the center line of the longeron link 13 of described prefabricated reinforced concrete crossbeam, the described longeron link 13 of described prefabricated reinforced concrete crossbeam 11 is reserved with several crossbeam reinforcing bar plugs 14, the crossbeam link of described prefabricated reinforced concrete longeron 10 is reserved with the longeron reinforcing bar jack 15 that several and described crossbeam reinforcing bar plug 14 matches, described longeron reinforcing bar jack 15 is to be formed by the corrugated steel tube of the crossbeam link 12 that is cast in described prefabricated reinforced concrete longeron 10, the inner end of described corrugated steel tube is screwed onto the end of the embedded bar in crossbeam link, in described longeron reinforcing bar jack, be provided with bridging agent, the crossbeam link cooperation place of the longeron link of described prefabricated reinforced concrete crossbeam and described steel concrete longeron is provided with seam bridging agent.
In construction, first the column reinforcing bar plug 4 of the prefabricated reinforced concrete column 1 of the bottom is cast in ground, then at the top of the prefabricated reinforced concrete column 1 of the bottom, prefabricated reinforced concrete longeron 10 is installed and prefabricated reinforced concrete crossbeam 11 forms first floor plug-in type precast reinforced concrete beam framework 3, on the plug-in type precast reinforced concrete beam framework 3 of first floor, insert the interior formation second layer prefabricated reinforced concrete of the column reinforcing bar jack 5 column layer of the prefabricated reinforced concrete column 1 of the bottom through the through hole 9 of first floor plug-in type precast reinforced concrete beam framework 3 with the column reinforcing bar plug 4 of last layer prefabricated reinforced concrete column 1 simultaneously, when splicing, in the column reinforcing bar jack 5 of prefabricated reinforced concrete column and the through hole 9 of plug-in type precast reinforced concrete beam framework, add bridging agent, second layer plug-in type precast reinforced concrete beam framework and the 3rd layer of prefabricated reinforced concrete column are upwards installed according to this, until top layer prefabricated reinforced concrete column and top layer plug-in type precast reinforced concrete beam framework, finally with prefabricated reinforced concrete column head, the plug-in type precast reinforced concrete beam framework of top layer is connected with the prefabricated reinforced concrete column of top layer, thereby form the layer stereo framework that the utility model precast reinforced concrete structure is assembled into, in construction, at plug-in type precast reinforced concrete beam framework 3 and prefabricated reinforced concrete column 1, add seam bridging agent with the cooperation place of prefabricated reinforced concrete column head 2.
The foregoing is only preferred embodiment of the present utility model, not in order to limit the utility model, all within spirit of the present utility model and principle, any amendment of doing, be equal to replacement, improvement etc., within all should being included in protection domain of the present utility model.
Claims (2)
1. the layer stereo framework that precast reinforced concrete structure is assembled into, is characterized in that, it comprises: prefabricated reinforced concrete column, prefabricated reinforced concrete column head and plug-in type precast reinforced concrete beam framework;
Described prefabricated reinforced concrete column, its lower end is reserved with several column reinforcing bar plugs, its upper end is reserved with the column reinforcing bar jack that several and described column reinforcing bar plug matches, described column reinforcing bar jack is to be formed at the column corrugated steel tube of described prefabricated reinforced concrete column upper end by pre-note, and the lower end of described column corrugated steel tube is screwed onto the end of the column embedded bar in described prefabricated reinforced concrete column;
Described prefabricated reinforced concrete column head, its lower end is reserved with the column cap reinforcing bar plug that the column reinforcing bar jack of several and described prefabricated reinforced concrete column matches;
Described plug-in type precast reinforced concrete beam framework, it is provided with the corresponding through hole of column reinforcing bar jack of several and described prefabricated reinforced concrete column in bean column node place, and described through hole is formed by the corrugated steel tube that is cast in bean column node place;
Described prefabricated reinforced concrete column becomes multilayer setting with plug-in type precast reinforced concrete beam framework, plug-in type precast reinforced concrete beam framework described in sandwiched one between adjacent two layers prefabricated reinforced concrete column, the column reinforcing bar plug of upper strata prefabricated reinforced concrete column inserts in the column reinforcing bar jack of lower floor's prefabricated reinforced concrete column through the through hole of described plug-in type precast reinforced concrete beam framework, the plug-in type precast reinforced concrete beam framework of top layer is located between top layer prefabricated reinforced concrete column and prefabricated reinforced concrete column head, the column cap reinforcing bar plug of described prefabricated reinforced concrete column head inserts through the through hole of described plug-in type precast reinforced concrete beam framework in the column reinforcing bar jack of prefabricated reinforced concrete column of top layer, in the through hole of the column reinforcing bar jack of described prefabricated reinforced concrete column and described plug-in type precast reinforced concrete beam framework, be equipped with bridging agent, described prefabricated reinforced concrete column, prefabricated reinforced concrete column head and plug-in type precast reinforced concrete beam framework cooperation place are equipped with seam bridging agent.
2. the layer stereo framework that precast reinforced concrete structure according to claim 1 is assembled into, is characterized in that, described plug-in type precast reinforced concrete beam framework is pegged graft and formed by prefabricated reinforced concrete longeron and prefabricated reinforced concrete crossbeam, described prefabricated reinforced concrete longeron has crossbeam link, described prefabricated reinforced concrete crossbeam has the longeron link matching with the crossbeam link of described prefabricated reinforced concrete longeron, the center line of the crossbeam link of described prefabricated reinforced concrete longeron overlaps with the center line of the longeron link of described prefabricated reinforced concrete crossbeam, the described longeron link of described prefabricated reinforced concrete crossbeam is reserved with several crossbeam reinforcing bar plugs, the crossbeam link of described prefabricated reinforced concrete longeron is reserved with the longeron reinforcing bar jack that several and described crossbeam reinforcing bar plug matches, described longeron reinforcing bar jack is to be formed by the corrugated steel tube of the crossbeam link that is cast in described prefabricated reinforced concrete longeron, the inner end of described corrugated steel tube is screwed onto the end of the embedded bar in crossbeam link, in described longeron reinforcing bar jack, be provided with bridging agent, the crossbeam link cooperation place of the longeron link of described prefabricated reinforced concrete crossbeam and described steel concrete longeron is provided with seam bridging agent.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320879198.6U CN203716287U (en) | 2013-12-27 | 2013-12-27 | Multi-layer stereo framework being composed of prefabricated reinforced concrete components |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320879198.6U CN203716287U (en) | 2013-12-27 | 2013-12-27 | Multi-layer stereo framework being composed of prefabricated reinforced concrete components |
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| Publication Number | Publication Date |
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| CN203716287U true CN203716287U (en) | 2014-07-16 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201320879198.6U Withdrawn - After Issue CN203716287U (en) | 2013-12-27 | 2013-12-27 | Multi-layer stereo framework being composed of prefabricated reinforced concrete components |
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| CN (1) | CN203716287U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103643737A (en) * | 2013-12-27 | 2014-03-19 | 中国京冶工程技术有限公司 | Multilayer stereotactic frame assembled by prefabricated reinforced concrete members |
| CN104481147A (en) * | 2014-10-30 | 2015-04-01 | 中交四航局第三工程有限公司 | Rapid construction method for offshore reinforced concrete frame structure |
-
2013
- 2013-12-27 CN CN201320879198.6U patent/CN203716287U/en not_active Withdrawn - After Issue
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103643737A (en) * | 2013-12-27 | 2014-03-19 | 中国京冶工程技术有限公司 | Multilayer stereotactic frame assembled by prefabricated reinforced concrete members |
| CN103643737B (en) * | 2013-12-27 | 2015-10-28 | 中国京冶工程技术有限公司 | The layer stereo framework that precast reinforced concrete structure is assembled into |
| CN104481147A (en) * | 2014-10-30 | 2015-04-01 | 中交四航局第三工程有限公司 | Rapid construction method for offshore reinforced concrete frame structure |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| AV01 | Patent right actively abandoned |
Granted publication date: 20140716 Effective date of abandoning: 20151028 |
|
| C25 | Abandonment of patent right or utility model to avoid double patenting |