CN209000378U - Simulating beam muscle enters column type roofing exterior beam column joints steel bar arrangement teaching mode - Google Patents
Simulating beam muscle enters column type roofing exterior beam column joints steel bar arrangement teaching mode Download PDFInfo
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- CN209000378U CN209000378U CN201820698793.2U CN201820698793U CN209000378U CN 209000378 U CN209000378 U CN 209000378U CN 201820698793 U CN201820698793 U CN 201820698793U CN 209000378 U CN209000378 U CN 209000378U
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- Prior art keywords
- roofing
- column
- frame beam
- muscle
- main frame
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Abstract
The utility model discloses a kind of simulating beam muscle to enter column type roofing exterior beam column joints steel bar arrangement teaching mode, including corner post or side column, main frame beam, secondary frame beam, frame column includes that muscle, the vertical muscle in frame column inboard are indulged on the outside of frame column, and frame column tie-bar is provided therebetween；Main frame beam includes roofing main frame beam upper longitudinal bar, the vertical muscle in roofing main frame beam lower part, roofing main frame beam stirrup and roofing main frame beam longitudinal structure muscle are provided therebetween, the end of roofing main frame beam upper longitudinal bar is provided with the roofing main frame beam upper longitudinal bar of cutting bending into column；Secondary frame beam includes roofing secondary frame beam upper longitudinal bar, the vertical muscle in roofing secondary frame beam lower part, and roofing secondary frame beam stirrup is provided therebetween.The utility model low manufacture cost, structure is simple, and assembly and disassembly are easy, and raw material spoilage is low, and maintenance cost is low, can help positional relationship and anchorage style in student's correct understanding roofing frame structure side column and corner post between the type of reinforcing bar, reinforcing bar.
Description
Technical field
The utility model relates to a kind of teaching mode, in particular to a kind of simulating beam muscle enters column type roofing exterior beam column joints steel
Muscle arranges teaching mode.
Background technique
The anchoring of reinforcing bar is one of main detailing requiments of reinforced concrete frame structure, it influences the peace of building structure
Complete and service life.Currently, the construction anchored about longitudinal reinforcement beam-column at roofing exterior beam column joints, that is, roofing frame side column and corner post
Related atlas is described with plan view, since student lacks spatial imagination, therefore cannot understand various reinforcing bars in these figures
Relativeness and arrangement position, therefore utilize existing atlas carry out teaching efficiency it is undesirable, and purchase some nodal analysis methods by
Then layman production, have the shortcomings that it is some do not meet practical, effect is also undesirable.
Utility model content
Technical problem to be solved by the utility model is: roofing can clearly be shown by overcoming the deficiencies of the prior art and provide
The teaching mode of positional relationship and anchorage style at frame side column, corner post between the type of beam column reinforcing bar, reinforcing bar is convenient for
Type, the positional relationship of various reinforcing bars and the calculating side of anchorage length of steel bar of beam column reinforcing bar at raw explanation roofing exterior beam column joints
Method.
The technical solution of the utility model is as follows:
Simulating beam muscle enters column type roofing exterior beam column joints steel bar arrangement teaching mode, including frame column (corner post or side column),
Main frame beam, secondary frame beam, the frame column, main frame beam, secondary frame beam are mutually perpendicular to；The frame column includes outside frame column
Muscle is indulged in side, muscle is indulged in frame column inboard, indulge muscle on the outside of the frame column and frame column inboard indulge be provided between muscle it is several mutually flat
Capable frame column tie-bar；The main frame beam include roofing main frame beam upper longitudinal bar, roofing main frame beam lower part indulge muscle, it is described
Roofing main frame beam upper longitudinal bar and roofing main frame beam lower part indulge and are provided with several roofing main frames being parallel to each other between muscle
Beam stirrup, the roofing main frame beam upper longitudinal bar and roofing main frame beam lower part indulge and are arranged in parallel with several roofing masters between muscle
Vierendeel girder longitudinal structure muscle, the end of the roofing main frame beam upper longitudinal bar be provided with it is vertical and extend downwardly first cut
The roofing main frame beam top of the disconnected roofing main frame beam upper longitudinal bar bending into column and second batch cutting bending into column is vertical
Muscle；The secondary frame beam includes roofing secondary frame beam upper longitudinal bar, the vertical muscle in roofing secondary frame beam lower part, the roofing secondary frame beam
Upper longitudinal bar and roofing secondary frame beam lower part indulge and are vertically installed with several roofing secondary frame beam stirrups between muscle.
The roofing main frame beam top of the second batch cutting bending into column as a further improvement of the utility model,
Vertical muscle and the roofing main frame beam upper longitudinal bar bending into column that first cuts off are arranged in parallel, but second batch cutting is curved
The length for entering the roofing main frame beam upper longitudinal bar in column is greater than the roofing main frame beam top of first cutting bending into column
The length of vertical muscle.
The perpendicularly inward bending of muscle is indulged in the frame column inboard as a further improvement of the utility model,.
Muscle is indulged close to roofing main frame beam in roofing main frame beam lower part as a further improvement of the utility model,
The perpendicularly inward bending in upper longitudinal bar position.
As a further improvement of the utility model, the roofing secondary frame beam stirrup in frame corner post (or side column) one
Side (or two sides) setting.
The roofing secondary frame beam upper longitudinal bar is set to roofing main frame beam as a further improvement of the utility model,
The corner location of the upper surface of upper longitudinal bar.
Roofing secondary frame beam lower part indulges muscle and is set to roofing main frame beam as a further improvement of the utility model,
The upper surface of muscle is indulged in lower part, is staggered with muscle vertical on the outside of frame column, roofing main frame beam upper longitudinal bar.
The beneficial effects of the utility model are as follows:
The teaching mode is made (galvanized wires that vertical muscle can be different of diameter) using common material, low manufacture cost,
Structure is simple, and assembly and disassembly are easy, and raw material spoilage is low, and maintenance cost is low, first is that student's correct understanding roofing frame knot can be helped
Positional relationship and anchorage style in structure side column and corner post between the type of reinforcing bar, reinforcing bar, second is that student can be within a very short time
It starts to set up and remove the model, student has acquired the installation binding method of roofing exterior beam column joints reinforcing bar, reaches preferable auxiliary
Help teaching function.
Detailed description of the invention
Fig. 1 is the roofing leg of frame Column border node schematic diagram in the utility model；
Fig. 2 is the roofing frame corners Column border node schematic diagram in the utility model；
Fig. 3 is A-A section steel bar arrangement figure (embodiment one) in the utility model；
Fig. 4 is A-A section steel bar arrangement figure (embodiment two) in the utility model；
Fig. 5 is the structural schematic diagram of frame column part in the utility model；
Fig. 6 is the structural schematic diagram (embodiment two) of main frame beam part in the utility model；
Fig. 7 is the structural schematic diagram of secondary frame beam part in the utility model.
Marked in the figure: muscle, 5- are indulged in 1- frame corner post, 2- secondary frame beam, 3- main frame beam, 4- side column, 5-1 frame column outside
Muscle, 6- frame column tie-bar are indulged in 2 frame column inboards, and muscle, 8- roofing main frame beam upper longitudinal bar, 9- are indulged in the roofing main frame beam lower part 7-
Roofing main frame beam longitudinal structure muscle, 10- roofing main frame beam stirrup, 11- roofing secondary frame beam upper longitudinal bar, 12- roofing
Muscle is indulged in Vierendeel girder lower part, the roofing main frame beam upper longitudinal bar of first cutting of 13- bending into column, the cutting of 14- second batch
The roofing main frame beam upper longitudinal bar bending into column, 15- roofing secondary frame beam stirrup.
Specific embodiment
The utility model is described in further detail with reference to the accompanying drawing.
The teaching mode of the utility model includes roofing leg of frame column node structure as shown in Figure 1 and as shown in Figure 2
Roofing frame corners column node structure, the cross-section structure of line A-A is as shown in Figure 3 and Figure 4 in Fig. 1 and Fig. 2, and Fig. 3 and Fig. 4 are shown respectively
Two kinds of example structures of the utility model are shown.
The teaching mode of the utility model divides three parts, and first part is as shown in Figure 5: frame column framework of steel reinforcement, by frame
Column indulges muscle 5-1,5-2 and frame column tie-bar 6 forms；Second part is (embodiment two) as shown in Figure 6: roofing main frame beam reinforcing bar
Frame indulges muscle 7, roofing main frame beam upper longitudinal bar 8, roofing main frame beam longitudinal structure muscle 9 and room by roofing main frame beam lower part
Face main frame beam stirrup 10 forms；Part III is as shown in Figure 7: roofing secondary frame beam framework of steel reinforcement, by under roofing secondary frame beam
It indulges muscle 12, roofing secondary frame beam upper longitudinal bar 11 and roofing secondary frame beam stirrup 15 and forms in portion.
The galvanized wire that longitudinal reinforcement beam-column and stirrup can be different with diameter, assembling reinforcement skeleton can use tied silk, beam, column tie-bar
Shape is rectangle.
The simulating beam muscle of the utility model enters column type roofing exterior beam column joints steel bar arrangement teaching mode, including frame column
(frame column can be frame corner post 1 as shown in Figure 2, be also possible to side column 4 as shown in Figure 1), main frame beam 3,
Secondary frame beam 2, the frame column, main frame beam, secondary frame beam are mutually perpendicular to.
Frame column include muscle 5-1 is indulged on the outside of frame column, muscle 5-2 is indulged in frame column inboard, indulged on the outside of the frame column muscle 5-1 and
It indulges and is provided with several frame column tie-bars 6 being parallel to each other between muscle 5-2 in frame column inboard.Main frame beam includes roofing main frame beam
Upper longitudinal bar 8, roofing main frame beam lower part indulge muscle 7, and muscle 7 is indulged in roofing main frame beam upper longitudinal bar 8 and roofing main frame beam lower part
Between be provided with several roofing main frame beam stirrups 10 being parallel to each other.Roofing main frame beam upper longitudinal bar 8 and roofing main frame
It indulges and is arranged in parallel with several roofing main frame beam longitudinal structure muscle 9 between muscle 7 in beam lower part.Secondary frame beam includes roofing secondary frame beam
Upper longitudinal bar 11, roofing secondary frame beam lower part indulge muscle 12, and roofing secondary frame beam upper longitudinal bar 11 and roofing secondary frame beam lower part are vertical
Several roofing secondary frame beam stirrups 15 are vertically installed between muscle 12.
As preferred embodiments of the present invention, on the roofing main frame beam of the second batch cutting bending into column
It indulges muscle 14 (angle muscle) and is extended downwardly than first roofing main frame beam upper longitudinal bar 13 (intermediate) bending into column cut off in portion
It is longer.
As preferred embodiments of the present invention, the perpendicularly inward bending of muscle 5-2 is indulged in frame column inboard.
As preferred embodiments of the present invention, muscle 7 is indulged close to the main frame of roofing in roofing main frame beam lower part
The perpendicularly inward bending in 8 position of upper longitudinal bar of setting a roof beam in place.
As preferred embodiments of the present invention, the roofing secondary frame beam stirrup 15 is in (or the side column of frame corner post 1
4) side (or two sides) are arranged.
The roofing secondary frame beam upper longitudinal bar 11 is set to the turning position of the upper surface of roofing main frame beam upper longitudinal bar 8
It sets.
As preferred embodiments of the present invention, roofing secondary frame beam lower part indulges muscle (12) and is set to roofing master
The upper surface of muscle 7 is indulged in Vierendeel girder lower part, is staggered with muscle 5-1 vertical on the outside of frame column, roofing main frame beam upper longitudinal bar 8.
The specific implementation step of the utility model is as follows:
1, column is indulged muscle 5-1,5-2 to be put into column tie-bar 6, vertical muscle and stirrup is tied up with tied silk and form column reinforcing bar together with rolling
Skeleton；
2, main frame beam is indulged muscle 7,8 to be placed in beam stirrup 9, then main frame beam longitudinal structure muscle 9 is placed on lower part and indulges muscle 7
Between upper longitudinal bar 8, vertical muscle and stirrup are tied up with tied silk and form main frame beam framework of steel reinforcement together with rolling；
3, frame column framework of steel reinforcement and roofing main frame beam framework of steel reinforcement are combined by Fig. 3 or Fig. 4；
4, muscle 12 is indulged in secondary frame beam upper longitudinal bar 11, lower part to place by Fig. 3 or Fig. 4, then by secondary frame beam beam stirrup 15
Vertical muscle 11,12 is penetrated, vertical muscle and stirrup are tied up with tied silk together with rolling；
In this way, a kind of simulation roofing exterior beam column joints steel bar arrangement teaching mode (beam muscle enters column) is completed.
Simulation teching is carried out using the utility model, student is to the type of reinforcing bar, reinforcing bar in roofing exterior beam column joints beam, column
Between positional relationship and anchorage style have clear and intuitive understanding, teacher explain roofing Vierendeel girder indulge muscle anchorage style and
The calculating of anchorage length is also very convenient, by dismounting model, can also make that students roofing Vierendeel girder, the installation of reinforcing bar is tied up in column
Bundle method.
The above is only the preferred embodiment of the utility model only, is not intended to limit the utility model.It is all this
Made any modifications, equivalent replacements, and improvements etc., should be included in the utility model within the spirit and principle of utility model
Protection scope within.
Claims (7)
1. simulating beam muscle enters column type roofing exterior beam column joints steel bar arrangement teaching mode, it is characterised in that: including frame column, main frame
It sets a roof beam in place, secondary frame beam, the frame column, main frame beam, secondary frame beam are mutually perpendicular to；The frame column includes vertical on the outside of frame column
Muscle (5-2) is indulged in muscle (5-1), frame column inboard, and muscle (5-1) is indulged on the outside of the frame column and frame column inboard is indulged between muscle (5-2)
It is provided with several frame column tie-bars (6) being parallel to each other；The main frame beam includes roofing main frame beam upper longitudinal bar (8), room
Muscle (7) are indulged in face main frame beam lower part, the roofing main frame beam upper longitudinal bar (8) and roofing main frame beam lower part indulge muscle (7) it
Between be provided with several roofing main frame beam stirrups (10) being parallel to each other, the roofing main frame beam upper longitudinal bar (8) and roofing
Main frame beam lower part, which is indulged, is arranged in parallel with several roofing main frame beam longitudinal structure muscle (9), the roofing main frame between muscle (7)
The end of beam upper longitudinal bar (8) is provided on the roofing main frame beam of first cutting vertical and extend downwardly bending into column
Indulge the roofing main frame beam upper longitudinal bar (14) of muscle (13) and second batch cutting bending into column in portion；The secondary frame beam includes room
Muscle (12) are indulged in face secondary frame beam upper longitudinal bar (11), roofing secondary frame beam lower part, the roofing secondary frame beam upper longitudinal bar (11)
And roofing secondary frame beam lower part indulges and is vertically installed with several roofing secondary frame beam stirrups (15) between muscle (12).
2. simulating beam muscle according to claim 1 enters column type roofing exterior beam column joints steel bar arrangement teaching mode, feature
It is: the roofing main frame beam upper longitudinal bar (14) of the second batch cutting bending into column and bending into column for first cutting
Roofing main frame beam upper longitudinal bar (13) it is arranged in parallel, but second batch cutting the roofing main frame beam bending into column on
The length that portion indulges muscle (14) is greater than the length for the roofing main frame beam upper longitudinal bar (13) of first cutting bending into column.
3. simulating beam muscle according to claim 1 enters column type roofing exterior beam column joints steel bar arrangement teaching mode, feature
It is: indulges muscle (5-2) perpendicularly inward bending in the frame column inboard.
4. simulating beam muscle according to claim 1 enters column type roofing exterior beam column joints steel bar arrangement teaching mode, feature
It is: indulges muscle (7) perpendicularly inward curved close to roofing main frame beam upper longitudinal bar (8) position in roofing main frame beam lower part
Folding.
5. simulating beam muscle according to claim 1 enters column type roofing exterior beam column joints steel bar arrangement teaching mode, feature
Be: the roofing secondary frame beam stirrup (15) is arranged in the one or both sides of frame column.
6. simulating beam muscle according to claim 1 enters column type roofing exterior beam column joints steel bar arrangement teaching mode, feature
Be: the roofing secondary frame beam upper longitudinal bar (11) is set to the turning position of the upper surface of roofing main frame beam upper longitudinal bar (8)
It sets.
7. simulating beam muscle according to claim 1 enters column type roofing exterior beam column joints steel bar arrangement teaching mode, feature
Be: roofing secondary frame beam lower part indulges muscle (12) and is set to the upper surface of roofing main frame beam lower part vertical muscle (7), with frame column
Indulge muscle (5-1), the roofing main frame beam upper longitudinal bar (14) of second batch cutting bending into column, roofing main frame beam lower part in outside
Vertical muscle (7) are staggered.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820698793.2U CN209000378U (en) | 2018-05-10 | 2018-05-10 | Simulating beam muscle enters column type roofing exterior beam column joints steel bar arrangement teaching mode |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820698793.2U CN209000378U (en) | 2018-05-10 | 2018-05-10 | Simulating beam muscle enters column type roofing exterior beam column joints steel bar arrangement teaching mode |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN209000378U true CN209000378U (en) | 2019-06-18 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820698793.2U Expired - Fee Related CN209000378U (en) | 2018-05-10 | 2018-05-10 | Simulating beam muscle enters column type roofing exterior beam column joints steel bar arrangement teaching mode |
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| CN (1) | CN209000378U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110905216A (en) * | 2019-11-29 | 2020-03-24 | 上海宝冶市政工程有限公司 | Construction method for anchoring vertical steel bars at column joints |
-
2018
- 2018-05-10 CN CN201820698793.2U patent/CN209000378U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110905216A (en) * | 2019-11-29 | 2020-03-24 | 上海宝冶市政工程有限公司 | Construction method for anchoring vertical steel bars at column joints |
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| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20190618 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |