CN203799573U - Entity proportion brick-concrete structure building structure construction teaching model - Google Patents
Entity proportion brick-concrete structure building structure construction teaching model Download PDFInfo
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- CN203799573U CN203799573U CN201420158160.4U CN201420158160U CN203799573U CN 203799573 U CN203799573 U CN 203799573U CN 201420158160 U CN201420158160 U CN 201420158160U CN 203799573 U CN203799573 U CN 203799573U
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Abstract
The utility model discloses an entity proportion brick-concrete structure building structure construction teaching model which comprises a plate structure, construction columns and a beam structure. The plate structure, the construction columns and the beam structure are respectively formed by an entity portion and a layer anatomy portion, wherein the entity portion is a model portion corresponding to the structure after the entity engineering construction is finished, and the layer anatomy portion is a model portion corresponding to the structure when the entity engineering construction is being carried out. The brick-concrete structure building structure construction teaching model almost includes each structure and construction means in the brick-concrete structure building structure construction engineering, thereby helping students to deeply understand the brick-concrete structure building structure construction, enabling the theory learning and scientific practice to be combined helpfully, improving the learning efficiency, and meanwhile, avoiding the safety hidden trouble caused when the students carry out practice on the construction sites.
Description
Technical field
The utility model relates to the field of model, relates in particular to the teaching mode of civil engineering work, specifically, is a kind of solid proportional brick masonry structure building Structural Tectonics teaching mode.
Background technology
In the teaching of traditional architectural speciality, because building interior structure is all hidden, practical teaching a little less than relative thin, causes theory and practice in teaching to disconnect mutually again.Normally student is arranged on the building site of hot work in progress and learns and put into practice, security is not high, once have an accident in practice process, Jiang Gei school and student have serious consequences, be unfavorable for actively developing of teaching practice activity, and the object of teaching practice is in order to allow student stretch into practice, understands better the stage of architectural process and different construction styles.Yet building to be built to the completion cycle very long, there is again different structures in each cycle, when existing practice is generally two thoughtful one month, in the so short time, even if student practises in several building sites simultaneously simultaneously, and these building sites, in the different construction times, also can only make the general study of student to the roughly main points of whole work progress, are difficult to intactly learn the A to Z of of certain part building node.If can have a kind ofly completely according to the imitated model of actual building structure, and this model can show the A to Z of main points of certain part building node fully, can greatly facilitate Students ' Learning, understanding, improves the quality of teaching.
Utility model content
Technical problem to be solved in the utility model is for the above-mentioned state of the art, and provide a kind of and can clearly illustrate various structures of brick masonry structure building Structural Tectonics construction stage, be convenient to that student understands, study, the solid proportional brick masonry structure building Structural Tectonics teaching mode of improving the quality of teaching.
The utility model solves the problems of the technologies described above adopted technical scheme:
Solid proportional brick masonry structure building Structural Tectonics teaching mode, it is characterized in that: comprise plate structure, constructional column and girder construction, plate structure, constructional column and girder construction form by entity portion and the layer portion of cuing open, entity portion is the corresponding model part of structure after having constructed with entity project, and the layer portion of cuing open is and the entity project corresponding model part of ongoing structure of constructing.
For optimizing technique scheme, the concrete measure of taking also comprises:
Above-mentioned plate structure includes prefabricated hollow floor portion and cast-in-situ floor portion, prefabricated hollow floor portion comprises that part is built flooring surface layer, part is not built the prefabricated hollow floor that flooring surface layer and floor and body of wall collar tie beam tension rib expose, and cast-in-situ floor portion comprises part casting concrete, the cast-in-situ floor of casting concrete and reinforcing steel bars exposed not partly.
Above-mentioned constructional column quantity is at least two, wherein, have a constructional column at least for the bar construction constructional column of casting concrete not, and to have a constructional column at least be the reinforced concrete structural column after casting concrete, constructional column bottom is connected with the strip footing of being located at model bottom.
The bar construction constructional column of above-mentioned not casting concrete adopts builds front default tension rib.
Above-mentioned girder construction includes collar tie beam, and collar tie beam is the not beam of casting concrete and reinforcing steel bars exposed of part casting concrete, part; Collar tie beam is located at plate structure periphery.
Above-mentioned girder construction also includes outrigger, and outrigger back height and collar tie beam back height maintain an equal level, and between suitable outrigger, are provided with railing, and outrigger and railing bottom are provided with sealing beam.
Above-mentioned outrigger end is provided with balcony column.
Above-mentioned plate structure bottom is provided with template die plate, and at least one side of collar tie beam and outrigger is provided with beam forms, and at least one side of constructional column is provided with column template.
Above-mentioned collar tie beam and the wall construction between strip footing are provided with wall opening.
Compared with prior art, brick masonry structure building Structural Tectonics teaching mode of the present utility model has been included various structures and the construction means in brick masonry structure building Structural Tectonics engineering substantially, solid proportional brick masonry structure building Structural Tectonics teaching mode, it is characterized in that: comprise plate structure, constructional column and girder construction, plate structure, constructional column and girder construction form by entity portion and the layer portion of cuing open, entity portion is the corresponding model part of structure after having constructed with entity project, and the layer portion of cuing open is and the entity project corresponding model part of ongoing structure of constructing.The utility model can clearly illustrate structure and the kind of brick mix structure structure solid element, facilitate student deeply to understand brick masonry structure building Structural Tectonics, make the combination valuably of theory study and scientific practice, improve learning efficiency, meanwhile, also stopped the potential safety hazard put into practice in building ground.
In sum, the utlity model has can clearly illustrate the brick masonry structure building Structural Tectonics construction stage various structures, be convenient to that student understands, study, the advantage of improving the quality of teaching.
Accompanying drawing explanation
Fig. 1 is structural representation of the present utility model.
Embodiment
Below in conjunction with accompanying drawing, embodiment of the present utility model is described in further detail.
Fig. 1 is structural representation of the present utility model.
Reference numeral is wherein: plate structure 1, prefabricated hollow floor portion 11, cast-in-situ floor portion 12, constructional column 2, girder construction 3, collar tie beam 31, outrigger 32, balcony column 32a, railing 33, strip footing 4.
As shown in Figure 1,
Solid proportional brick masonry structure building Structural Tectonics teaching mode, it is characterized in that: comprise plate structure 1, constructional column 2 and girder construction 3, plate structure 1, constructional column 2 and girder construction 3 form by entity portion and the layer portion of cuing open, entity portion is the corresponding model part of structure after having constructed with entity project, and the layer portion of cuing open is and the entity project corresponding model part of ongoing structure of constructing.
In embodiment, plate structure 1 includes prefabricated hollow floor portion 11 and cast-in-situ floor portion 12, prefabricated hollow floor portion 11 comprises that part is built flooring surface layer, part is not built the prefabricated hollow floor that flooring surface layer and floor and body of wall collar tie beam tension rib expose, and cast-in-situ floor portion 12 comprises part casting concrete, the cast-in-situ floor of casting concrete and reinforcing steel bars exposed not partly.Prefabricated hollow floor layering appears, and outside the relative configurations such as tension rib, the processing of plate seam are all presented at, cast-in-situ floor is also that layering appears, outside the structures such as reinforcing bar, concrete thickness are all presented at.
In embodiment, constructional column 2 quantity are four, wherein, have three constructional columns 2 for the bar construction constructional column of casting concrete not, have a constructional column 2 for the reinforced concrete structural column after casting concrete, constructional column 2 bottoms are connected with the strip footing 4 of being located at model bottom.Constructional column 2 sectional dimension 300mm * 300mm, with 4 diameter 14mm muscle, establish diameter 6mm stirrup every 200mm, and capital flushes with plate top mark face, every 500mm, establishes diameter 6mm tension rib.
In embodiment, the bar construction constructional column of casting concrete does not adopt and builds front default tension rib.
In embodiment, girder construction 3 includes collar tie beam 31, and collar tie beam 31 is the not beam of casting concrete and reinforcing steel bars exposed of part casting concrete, part; Collar tie beam 31 is located at plate structure 1 periphery.With collar tie beam 31 sectional dimensions be 200mm * 300mm, with 4 diameter 12mm muscle, every 200mm, establish diameter 6mm stirrup.
In embodiment, girder construction 3 also includes outrigger 32, and outrigger 32 back height and collar tie beam 31 back height maintain an equal level, and between suitable outrigger 32, are provided with railing 33, and railing 33 is steel railing.Outrigger 32 and railing 33 bottoms are provided with sealing beam.Outrigger 33 sectional dimension 200mm * 300mm, with 2 diameter 14mm muscle, 2 diameter 12mm muscle, establish diameter 6mm stirrup every 200mm.
In embodiment, outrigger 32 ends are provided with balcony column 32a.
In embodiment, plate structure 1 bottom is provided with template die plate, and collar tie beam 31 and outrigger 32 inner sides are provided with beam forms, and constructional column 2 one sides are provided with column template.
In embodiment, the wall construction between collar tie beam 31 and strip footing 4 is provided with wall opening.
Finally explanation is, above embodiment is only unrestricted in order to the technical solution of the utility model to be described, although by the utility model being described with reference to preferred embodiment of the present utility model, but those of ordinary skill in the art is to be understood that, can to it, make various changes in the form and details, and not depart from the spirit and scope of the present utility model that appended claims limits.
Claims (9)
1. solid proportional brick masonry structure building Structural Tectonics teaching mode, it is characterized in that: comprise plate structure (1), constructional column (2) and girder construction (3), described plate structure (1), constructional column (2) and girder construction (3) form by entity portion and the layer portion of cuing open, described entity portion is the corresponding model part of structure after having constructed with entity project, and the described layer portion of cuing open is and the entity project corresponding model part of ongoing structure of constructing.
2. solid proportional brick masonry structure building Structural Tectonics teaching mode according to claim 1, it is characterized in that: described plate structure (1) includes prefabricated hollow floor portion (11) and cast-in-situ floor portion (12), described prefabricated hollow floor portion (11) comprises that part is built flooring surface layer, part is not built the prefabricated hollow floor that flooring surface layer and floor and body of wall collar tie beam tension rib expose, and described cast-in-situ floor portion (12) comprises part casting concrete, the cast-in-situ floor of casting concrete and reinforcing steel bars exposed not partly.
3. solid proportional brick masonry structure building Structural Tectonics teaching mode according to claim 2, it is characterized in that: described constructional column (2) quantity is at least two, wherein, has constructional column (2) described in one at least for the bar construction constructional column of casting concrete not, and having the constructional column (2) described at least is the reinforced concrete structural column after casting concrete, and described constructional column (2) bottom is connected with the strip footing (4) of being located at model bottom.
4. solid proportional brick masonry structure building Structural Tectonics teaching mode according to claim 3, is characterized in that: the bar construction constructional column of described not casting concrete adopts builds front default tension rib.
5. solid proportional brick masonry structure building Structural Tectonics teaching mode according to claim 3, it is characterized in that: described girder construction (3) includes collar tie beam (31), and described collar tie beam (31) is the not beam of casting concrete and reinforcing steel bars exposed of part casting concrete, part; Described collar tie beam (31) is located at plate structure (1) periphery.
6. solid proportional brick masonry structure building Structural Tectonics teaching mode according to claim 5, it is characterized in that: described girder construction (3) also includes outrigger (32), outrigger (32) back height and collar tie beam (31) back height maintain an equal level, between suitable outrigger (32), be provided with railing (33), described outrigger (32) and railing (33) bottom are provided with sealing beam.
7. solid proportional brick masonry structure building Structural Tectonics teaching mode according to claim 6, is characterized in that: described outrigger (32) end is provided with balcony column (32a).
8. solid proportional brick masonry structure building Structural Tectonics teaching mode according to claim 7, it is characterized in that: described plate structure (1) bottom is provided with template die plate, described collar tie beam (31) and at least one side of outrigger (32) are provided with beam forms, and at least one side of described constructional column (2) is provided with column template.
9. solid proportional brick masonry structure building Structural Tectonics teaching mode according to claim 8, is characterized in that: the wall construction between described collar tie beam (31) and strip footing (4) is provided with wall opening.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420158160.4U CN203799573U (en) | 2014-04-03 | 2014-04-03 | Entity proportion brick-concrete structure building structure construction teaching model |
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| Application Number | Priority Date | Filing Date | Title |
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| CN201420158160.4U CN203799573U (en) | 2014-04-03 | 2014-04-03 | Entity proportion brick-concrete structure building structure construction teaching model |
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Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105931519A (en) * | 2016-06-27 | 2016-09-07 | 江苏建筑职业技术学院 | Masonry project construction hazard source identification and experience area and use method thereof |
| CN106128280A (en) * | 2016-08-08 | 2016-11-16 | 江苏建筑职业技术学院 | Brick masonry wall structural model and manufacture method |
| CN108682279A (en) * | 2018-05-29 | 2018-10-19 | 山东省地震局 | A kind of mixed earthquake-resistant building technology model of traditional brick |
| CN108682280A (en) * | 2018-08-15 | 2018-10-19 | 山东省地震局 | A kind of mixed earthquake-resistant building technology model of traditional brick |
-
2014
- 2014-04-03 CN CN201420158160.4U patent/CN203799573U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105931519A (en) * | 2016-06-27 | 2016-09-07 | 江苏建筑职业技术学院 | Masonry project construction hazard source identification and experience area and use method thereof |
| CN106128280A (en) * | 2016-08-08 | 2016-11-16 | 江苏建筑职业技术学院 | Brick masonry wall structural model and manufacture method |
| CN108682279A (en) * | 2018-05-29 | 2018-10-19 | 山东省地震局 | A kind of mixed earthquake-resistant building technology model of traditional brick |
| CN108682280A (en) * | 2018-08-15 | 2018-10-19 | 山东省地震局 | A kind of mixed earthquake-resistant building technology model of traditional brick |
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Granted publication date: 20140827 Termination date: 20150403 |
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