CN205334860U - Phantom frame structure post girder segment point reinforcing bar spatial arrangement construction teaching mode - Google Patents
Phantom frame structure post girder segment point reinforcing bar spatial arrangement construction teaching mode Download PDFInfo
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- CN205334860U CN205334860U CN201620024140.7U CN201620024140U CN205334860U CN 205334860 U CN205334860 U CN 205334860U CN 201620024140 U CN201620024140 U CN 201620024140U CN 205334860 U CN205334860 U CN 205334860U
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Abstract
The utility model discloses a phantom frame structure post girder segment point reinforcing bar spatial arrangement construction teaching mode, including corner post structure, center pillar structure and side column structure the setting is in the frame post vertical reinforcement in corner post, center pillar and the side column outside, level to stirrup, main frame roof beam level to main muscle, the vertical stirrup of main frame roof beam, inferior frame roof beam level to main muscle and the vertical stirrup of inferior frame roof beam. Corner post structure, center pillar structure and side column structure are by 22# galvanized iron wire phi 0.71mm ligature shaping. The utility model discloses the preparation is simple and easy, the size is accurate. Can directly perceivedly clearly demonstrate the complicated reinforcing bar spatial arrangement construction situation of concrete structure beam column node. Be applicable to building engineering construction technology, budget and quality control related courses's on -the -spot teaching.
Description
Technical field
This utility model belongs to teaching mode field, relates to a kind of phantom frame structural column girder connection reinforcing bar spatial arrangement construction teaching mode。
Background technology
Architectural engineering concrete frame structure is a kind of agent structure type widely used at present。Architectural engineering study must grasp the know-hows such as structure reinforcing bars blanking, calculation amount and quality control, but structure reinforcing bars drawing is complicated, the teaching methods of most employings in teaching for a long time " to scheme to know figure ", student's building is big with the space imagination difficulty of structure knowledge figure, skill master difficulty is big；Adding the further reinforcement of safety management in construction site, student goes job site visiting and learning difficulty；The list that practice base in campus is set up props up element type model cost not only high but also can not reflect multiformity and the complexity of engineering structure comprehensively。So, the making of urgent needs one is simple and easy, size is accurate, visual and clear simulation frame structure reinforcing bar spatial arrangement construction teaching mode。
Summary of the invention
The purpose of this utility model is to provide a kind of phantom frame structural column girder connection reinforcing bar spatial arrangement construction teaching mode, utilize this utility model, the reinforcing bar spatial arrangement condition of construction that visual and clear ground display frame structure bean column node is complicated can be met, it is adaptable to the on-the-spot teaching of construction, construction budget and quality control correlated curriculum。
For realizing object above, the technical solution of the utility model is as follows:
A kind of phantom frame structural column girder connection reinforcing bar spatial arrangement construction teaching mode, it is characterized in that: this model includes corner structure, centre-pillar structure and side column structure, described corner structure includes being arranged on the corner post frame column vertical reinforcement outside corner post, corner post level to stirrup, corner post main frame beam level to main muscle, corner post main frame beam vertical stirrup, corner post secondary frame beam level to main muscle and corner post secondary frame beam vertical stirrup；Described centre-pillar structure includes being arranged on the center pillar frame column vertical reinforcement outside center pillar, center pillar level to stirrup, middle-column main Vierendeel girder level to main muscle, middle-column main Vierendeel girder vertical stirrup, center pillar secondary frame beam level to main muscle, center pillar secondary frame beam vertical stirrup；Described side column structure includes being arranged on the side column frame column vertical reinforcement outside side column, side column level to stirrup, side column main frame beam level to main muscle, side column main frame beam vertical stirrup, side column secondary frame beam level to main muscle and side column secondary frame beam vertical stirrup。
This utility model is made according to Practical Project contraction scale。Represent respectively with three kinds of model galvanized wires: corner post frame column vertical reinforcement, center pillar frame column vertical reinforcement and side column frame column vertical reinforcement, be made up of 8# galvanized wire Φ 4.0mm；Corner post main frame beam level to main muscle and side column secondary frame beam level to main muscle, is made up of 12# galvanized wire Φ 2.8mm to main muscle, corner post secondary frame beam level to main muscle, center pillar secondary frame beam level to main muscle, middle-column main Vierendeel girder level to main muscle, side column main frame beam level；Corner post level, is made up of 16# galvanized wire Φ 1.6mm to stirrup, center pillar level to stirrup, side column level to stirrup, corner post main frame beam vertical stirrup, middle-column main Vierendeel girder vertical stirrup, side column main frame beam vertical stirrup, corner post secondary frame beam vertical stirrup, center pillar secondary frame beam vertical stirrup, side column secondary frame beam vertical stirrup；Corner structure, centre-pillar structure and side column structure are by 22# galvanized wire Φ 0.71mm colligation molding。
This utility model by main frame beam level to the bending shape of main muscle and the bending length reflection main frame beam level anchorage length to main muscle and with frame column vertical reinforcement, secondary frame beam level to the spatial arrangement of main muscle；Equally, main frame beam level to the bending shape of main muscle and bending length be equally applicable to secondary frame beam level calculate to the anchorage length of main muscle and with the spatial arrangement of frame column vertical reinforcement。
The arrangement requirement of column tie-bar in post encrypted area is reflected to stirrup by level；And the arrangement position of main frame beam vertical stirrup, secondary frame beam vertical stirrup。
Main frame beam main tendon anchorage style in frame column vertical reinforcement and anchorage length is reflected to arranging of main muscle by high-low bay main frame beam level。
The beneficial effects of the utility model are: solve civil engineering type student on-the-spot teaching difficulty, the hypodynamic difficult problem of space imagination, owing to reinforcing bar has much similar attribute with iron wire, student can learn with hall, with hall calculate blanking, start processing, colligation, demonstrate and learned, improve and put into practice technical ability, it is achieved that the reform of Spot Teaching Pattern。
This utility model making is simple and easy, size is accurate。The reinforcing bar spatial arrangement condition of construction that xoncrete structure bean column node is complicated can be shown visual and clearly。On-the-spot teaching suitable in architectural engineering construction technique, budget and quality control correlated curriculum。
Accompanying drawing illustrates:
Fig. 1-1 is the schematic diagram of corner structure bean column node in this utility model；
Fig. 1-2 is the schematic diagram of centre-pillar structure bean column node in this utility model；
Fig. 1-3 is the schematic diagram of side column Structure Beam-column node in this utility model；
Fig. 2 is A-A section reinforcing bar spatial arrangement figure in this utility model；
Fig. 3 is B-B section reinforcing bar spatial arrangement figure in this utility model。
Fig. 4 is C-C section reinforcing bar spatial arrangement figure in this utility model。
In figure, KZ is frame column, KL1 be main frame beam, KL2 is secondary frame beam。
Detailed description of the invention:
Purpose in order to make technological means of the present utility model with reach is readily apparent from understanding, and this utility model is expanded on further below in conjunction with instantiation:
A kind of phantom frame structural column girder connection reinforcing bar spatial arrangement construction teaching mode, including corner structure 1, centre-pillar structure 2 and side column structure 3。Fig. 1-1 is the schematic diagram of corner structure bean column node in this utility model, and Fig. 2 is A-A section reinforcing bar spatial arrangement figure in this utility model；Corner structure includes being arranged on the corner post frame column vertical reinforcement 11 outside corner post 10, corner post level to stirrup 12, corner post main frame beam level to main muscle 13, corner post main frame beam vertical stirrup 14, corner post secondary frame beam level to main muscle 15 and corner post secondary frame beam vertical stirrup 16；Fig. 1-2 is the schematic diagram of centre-pillar structure bean column node in this utility model, and Fig. 3 is B-B section reinforcing bar spatial arrangement figure in this utility model。Centre-pillar structure includes being arranged on the center pillar frame column vertical reinforcement 21 outside center pillar 20, center pillar level to stirrup 22, middle-column main Vierendeel girder level to main muscle 23, middle-column main Vierendeel girder vertical stirrup 24, center pillar secondary frame beam level to main muscle 25, center pillar secondary frame beam vertical stirrup 26；Fig. 1-3 is the schematic diagram of side column Structure Beam-column node in this utility model, and Fig. 4 is C-C section reinforcing bar spatial arrangement figure in this utility model。Side column structure includes being arranged on the side column frame column vertical reinforcement 31 outside side column 30, side column level to stirrup 32, side column main frame beam level to main muscle 33, side column main frame beam vertical stirrup 34, side column secondary frame beam level to main muscle 35 and side column secondary frame beam vertical stirrup 36。
This utility model is made according to Practical Project contraction scale。Represent respectively with three kinds of model galvanized wires: corner post frame column vertical reinforcement, center pillar frame column vertical reinforcement and side column frame column vertical reinforcement are made up of 8# galvanized wire Φ 4.0mm；Corner post main frame beam level is made up of 12# galvanized wire Φ 2.8mm to main muscle and side column secondary frame beam level to main muscle to main muscle, corner post secondary frame beam level to main muscle, center pillar secondary frame beam level to main muscle, middle-column main Vierendeel girder level to main muscle, side column main frame beam level；Corner post level is made up to stirrup, corner post main frame beam vertical stirrup, middle-column main Vierendeel girder vertical stirrup, side column main frame beam vertical stirrup, corner post secondary frame beam vertical stirrup, center pillar secondary frame beam vertical stirrup, side column secondary frame beam vertical stirrup of 16# galvanized wire Φ 1.6mm to stirrup, center pillar level to stirrup, side column level；Corner structure, centre-pillar structure and side column structure are by 22# galvanized wire Φ 0.71mm colligation molding。Primary and secondary beam main tendon (corner post main frame beam level to main muscle 13, middle-column main Vierendeel girder level to main muscle 23, side column main frame beam level to main muscle 33, corner post secondary frame beam level to main muscle 15, center pillar secondary frame beam level to main muscle 25, side column secondary frame beam level to main muscle 35) should be interspersed in the main muscle of post (corner post frame column vertical reinforcement 11, center pillar frame column vertical reinforcement 21, side column frame column vertical reinforcement 31)；Secondary beam main tendon (corner post secondary frame beam level to main muscle 15, center pillar secondary frame beam level to main muscle 25, side column secondary frame beam level to main muscle 35) should be erected on main beam main tendon (corner post main frame beam level to main muscle 13, middle-column main Vierendeel girder level to main muscle 23, side column main frame beam level to main muscle 33)；Before all reinforcing bars of colligation, telltale mark should be checked。
Under requirements for fortification against earthquake, main frame beam level should be surveyed in vertical muscle outside post for extending to the bending shape of main muscle and bending length reflection main frame beam level to the anchorage length of main muscle, length >=0.4LabE；Under non-requirements for fortification against earthquake, main frame beam level should be surveyed in vertical muscle outside post for extending to the bending shape of main muscle and bending length reflection main frame beam level to the anchorage length of main muscle, length >=0.4Lab；
When high-low bay Vierendeel girder intersects, under having requirements for fortification against earthquake, main frame beam level should be surveyed in vertical muscle outside post for extending to the anchorage length of main muscle, length >=0.4LabE；As straight section length >=LaEIn time, can not bend, but should extend through post center line >=5d；Without under requirements for fortification against earthquake, main frame beam level should be surveyed in vertical muscle outside post for extending to the anchorage length of main muscle, length >=0.4Lab；Can not bend as straight section length >=La, but post center line >=5d should be extended through；
This utility model solves a difficult problem for Building class construction technology, budget and quality control on-the-spot teaching and practice, on-the-spot teaching is combined with skills training, compensate for the deficiency that outer construction of base of operations for practical training is difficult with real training in the school。
Claims (2)
1. a phantom frame structural column girder connection reinforcing bar spatial arrangement construction teaching mode, it is characterized in that: this model includes corner structure (1), centre-pillar structure (2) and side column structure (3), described corner structure (1) includes being arranged on corner post frame column vertical reinforcement (11) in corner post (10) outside, corner post level to stirrup (12), corner post main frame beam level to main muscle (13), corner post main frame beam vertical stirrup (14), corner post secondary frame beam level to main muscle (15) and corner post secondary frame beam vertical stirrup (16)；Described centre-pillar structure (2) includes being arranged on center pillar frame column vertical reinforcement (21) in center pillar (20) outside, center pillar level to stirrup (22), middle-column main Vierendeel girder level to main muscle (23), middle-column main Vierendeel girder vertical stirrup (24), center pillar secondary frame beam level to main muscle (25), center pillar secondary frame beam vertical stirrup (26)；Described side column structure (3) includes being arranged on side column frame column vertical reinforcement (31) in side column (30) outside, side column level to stirrup (32), side column main frame beam level to main muscle (33), side column main frame beam vertical stirrup (34), side column secondary frame beam level to main muscle (35) and side column secondary frame beam vertical stirrup (36)。
2. phantom frame structural column girder connection reinforcing bar spatial arrangement according to claim 1 construction teaching mode, it is characterised in that: corner post frame column vertical reinforcement (11), center pillar frame column vertical reinforcement (21) and side column frame column vertical reinforcement (31) are made up of 8# galvanized wire Φ 4.0mm；Corner post main frame beam level is made up of 12# galvanized wire Φ 2.8mm to main muscle (25) and side column secondary frame beam level to main muscle (35) to main muscle (33), corner post secondary frame beam level to main muscle (15), center pillar secondary frame beam level to main muscle (13), middle-column main Vierendeel girder level to main muscle (23), side column main frame beam level；Corner post level is made up to stirrup (32), corner post main frame beam vertical stirrup (14), middle-column main Vierendeel girder vertical stirrup (24), side column main frame beam vertical stirrup (34), corner post secondary frame beam vertical stirrup (16), center pillar secondary frame beam vertical stirrup (26), side column secondary frame beam vertical stirrup (36) of 16# galvanized wire Φ 1.6mm to stirrup (12), center pillar level to stirrup (22), side column level；Corner structure (1), centre-pillar structure (2) and side column structure (3) are by 22# galvanized wire Φ 0.71mm colligation molding。
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620024140.7U CN205334860U (en) | 2016-01-12 | 2016-01-12 | Phantom frame structure post girder segment point reinforcing bar spatial arrangement construction teaching mode |
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| CN201620024140.7U CN205334860U (en) | 2016-01-12 | 2016-01-12 | Phantom frame structure post girder segment point reinforcing bar spatial arrangement construction teaching mode |
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| CN205334860U true CN205334860U (en) | 2016-06-22 |
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| CN201620024140.7U Expired - Fee Related CN205334860U (en) | 2016-01-12 | 2016-01-12 | Phantom frame structure post girder segment point reinforcing bar spatial arrangement construction teaching mode |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105469695A (en) * | 2016-01-12 | 2016-04-06 | 南京工业职业技术学院 | Teaching model of simulating framework structure column beam node steel bar space assignment construction |
-
2016
- 2016-01-12 CN CN201620024140.7U patent/CN205334860U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105469695A (en) * | 2016-01-12 | 2016-04-06 | 南京工业职业技术学院 | Teaching model of simulating framework structure column beam node steel bar space assignment construction |
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| Date | Code | Title | Description |
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| C14 | Grant of patent or utility model | ||
| 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: 20160622 Termination date: 20190112 |