CN107871441A - The multiple rows of reinforcement installation model of beam section - Google Patents
The multiple rows of reinforcement installation model of beam section Download PDFInfo
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- CN107871441A CN107871441A CN201711107971.6A CN201711107971A CN107871441A CN 107871441 A CN107871441 A CN 107871441A CN 201711107971 A CN201711107971 A CN 201711107971A CN 107871441 A CN107871441 A CN 107871441A
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- reinforcement
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- beam bottom
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- G—PHYSICS
- G09—EDUCATION; CRYPTOGRAPHY; DISPLAY; ADVERTISING; SEALS
- G09B—EDUCATIONAL OR DEMONSTRATION APPLIANCES; APPLIANCES FOR TEACHING, OR COMMUNICATING WITH, THE BLIND, DEAF OR MUTE; MODELS; PLANETARIA; GLOBES; MAPS; DIAGRAMS
- G09B25/00—Models for purposes not provided for in G09B23/00, e.g. full-sized devices for demonstration purposes
- G09B25/04—Models for purposes not provided for in G09B23/00, e.g. full-sized devices for demonstration purposes of buildings
Abstract
The present invention relates to a kind of multiple rows of reinforcement installation model of beam section, it is aided education is installed and to be that the rural migrant workers of construction enterprises gives training and designed to carry out beam steel, belongs to vocational education facility field；The multiple rows of reinforcement installation model of beam section by more placing of reinforcements of simulation beam section, simulation stirrup, simulation back spacer bar, simulating beam bottom spacer bar and simulating beam coagulation local soil type into；Simulation back one placing of reinforcement, simulation back two placing of reinforcement, the placing of reinforcement of simulating beam bottom two, the section of the row of simulating beam bottom one are all installed in the inside of simulation stirrup, and are connected with simulation stirrup；Separated between simulation back one placing of reinforcement, the simulation placing of reinforcement of back two with simulation back spacer bar；Separated between the placing of reinforcement of simulating beam bottom two, the row of simulating beam bottom one with simulating beam bottom spacer bar；All simulation reinforcing bar is all in simulating beam concrete.
Description
Technical field
The present invention is the multiple rows of reinforcement installation model of beam section, is to carry out beam steel installation aided education and being construction enterprise
The rural migrant worker of industry gives training and designed, and belongs to vocational education facility field.
Background technology
Reinforced beam in architectural engineering is dimerous with concrete by reinforcing bar, and what concrete rose is resistant to
The effect of compression, what reinforcing bar play a part of is resistant to tension；Position of the reinforcing bar in beam is to be pacified by designing after calculating
Row, the correct of each reinforcement location is must assure that in work progress, just can guarantee that reinforcing steel bar bear can meet design requirement, otherwise by
In the malposition of reinforcement installation, result in beam and destroyed in use because of unreasonable stress, just having causes room to fall room
The possibility collapsed, therefore, the position of reinforcing bar is correctly put, be highly important during reinforcement installation.Set for beam section
As long as single reinforcement installation when principal rod and stirrup are combined closely, for the beam section of more placing of reinforcements, ensure
The correct of reinforcement location is not part nothing the matter；For the university student of no practical experience, and have not been entered into working condition
For rural migrant worker, it should be familiar with the position of the multiple rows of reinforcement installation of beam section, but want to allow them to understand and to grasp beam section multiple rows of
The position of reinforcement installation is also really not easy；The Teaching in University of China's architectural engineering class adopts the teaching method based on lecturing always,
Although China Higher has breakthrough with middle vocational education in teaching in recent years, the Informalized teaching means such as multimedia are employed,
There is provided some Teaching Circumstances, but the teaching pattern based on instruction is not broken away from all；To enable education to keep up with China's economy
A collection of application technology university is transformed in the paces of development, national decision-making, and the teacher of these universities, facility are according to elite formula culture
What pattern was set, want to press close to construction teaching, difficulty is very big；On the other hand, the promulgation planned with the industry 2025 in China is real
Apply, country strengthens the training request to rural migrant worker in recent years, and the inspection examination to enterprise in charge of construction puts more effort, can
It is the training for the multiple rows of reinforcement installation construction of beam section that enterprise in charge of construction is difficult tissue to rural migrant worker, application technology university, height
The current facility of duty universities and colleges, middle vocational school can not meet the multiple rows of reinforcement installation construction of the rural migrant worker's beam section for being engaged in construction industry
Training request.
The content of the invention
In order to solve the above-mentioned technical problem, the invention provides a kind of multiple rows of reinforcement installation model of beam section.
The present invention is achieved by the following technical solutions：A kind of multiple rows of reinforcement installation model of beam section, by simulation back
One placing of reinforcement, simulation back two placing of reinforcement, the placing of reinforcement of simulating beam bottom two, the placing of reinforcement of simulating beam bottom one, simulation stirrup, simulation back
Spacer bar, simulating beam bottom spacer bar and simulating beam coagulation local soil type into；The simulating beam concrete forms a geometric Framework,
Stirrup installation is simulated in simulating beam concrete, simulation back one placing of reinforcement, simulates the placing of reinforcement of back two, the row's steel of simulating beam bottom two
Muscle, the placing of reinforcement of simulating beam bottom one are horizontally arranged at the inside of simulation stirrup, and are connected with simulation stirrup；Simulate the row's steel of back one
Muscle, simulation back two placing of reinforcement are separated between simulation stirrup top, two rows reinforcing bar with simulation back spacer bar, and
Respectively with simulating back spacer bar vertical connection；The placing of reinforcement of simulating beam bottom two, the placing of reinforcement of simulating beam bottom one are located at simulation stirrup
Bottom, separated with simulating beam bottom spacer bar between two placing of reinforcements, and be connected respectively with simulating beam bottom spacer bar；Simulate back
Spacer bar is parallel with simulating beam bottom spacer bar.
Simulation back one placing of reinforcement, simulation back two placing of reinforcement, the placing of reinforcement of simulating beam bottom two, the row's steel of simulating beam bottom one
Muscle is the more placing of reinforcements for simulating beam section arrangement, horizontal uniform more per placing of reinforcement.
The simulation stirrup is the rectangular ring being bent into by simulating straight reinforcing bar；Simulate one jiao of the both sides on stirrup top
It is respectively equipped with the straight section reinforcing bar that two angles are 45 degree；.
The top margin of the simulation stirrup, base are intersected and connected with the simulation placing of reinforcement of back one, the row of simulating beam bottom one respectively；
Two sides for simulating stirrup are intersected and connected with the simulation placing of reinforcement of back two, the placing of reinforcement of simulating beam bottom two respectively, make simulation back
One placing of reinforcement, simulation back two placing of reinforcement, the placing of reinforcement of simulating beam bottom two, the row of simulating beam bottom one form an entirety.
The simulation back spacer bar, simulating beam bottom spacer bar are the simulation bar dowels of straight section；Simulate back positioning
Reinforcing bar, the length of simulating beam bottom spacer bar are less than the width of simulating beam, and more than the width of simulation stirrup, its both ends stretches to mould
Intend beam concrete.
The simulating beam concrete（8）It is to simulate the concrete poured after the reinforcement installation of simulation finishes acceptance(check).
The beneficial effects of the invention are as follows making university student or rural migrant worker be imparted knowledge to students by model display, the more placing of reinforcements of beam section are pacified
There is direct understanding the position of dress, readily appreciates.
Brief description of the drawings
The multiple rows of reinforcement installation model schematic of Fig. 1 beam sections；
Fig. 2 simulates stirrup schematic diagram.
In figure, the 1- simulation placing of reinforcements of back one；2- simulates the placing of reinforcement of back two；The placing of reinforcement of 3- simulating beams bottom two；4- is simulated
The row of beam bottom one；5- simulates stirrup；6- simulates back spacer bar；7- simulating beams bottom spacer bar；8- simulating beam concrete.
Embodiment
Embodiment 1
Certain university's designed, designed uses the multiple rows of reinforcement installation model of beam section as shown in Figure 1, by the placing of reinforcement of simulation back one
1st, the placing of reinforcement 2 of back two, the placing of reinforcement 3 of simulating beam bottom two, the row 4 of simulating beam bottom one, simulation stirrup 5, simulation back positioning steel are simulated
Muscle 6, simulating beam bottom spacer bar 7 and simulating beam concrete eight composition；Simulate the placing of reinforcement 1 of back one, the simulation placing of reinforcement of back two
2nd, the placing of reinforcement 3 of simulating beam bottom two, the section of the row 4 of simulating beam bottom one are all installed in the inside for simulating stirrup 5, and with simulating stirrup
5 connections；Simulate between the placing of reinforcement 1 of back one, the simulation placing of reinforcement 2 of back two with vertical horizontally disposed simulation back positioning steel
Muscle 6 separates；With vertical horizontally disposed simulating beam bottom spacer bar between the placing of reinforcement 3 of simulating beam bottom two, the row 4 of simulating beam bottom one
7 separate；It is parallel with simulating beam bottom spacer bar 7 to simulate back spacer bar 6, connects with other simulation reinforcing bar places of intersecting vertically
Connect；Simulate the placing of reinforcement 1 of back one, simulation back two placing of reinforcement 2, the placing of reinforcement 3 of simulating beam bottom two, the row 4 of simulating beam bottom one, simulation hoop
Muscle 5, simulation back spacer bar 6, simulating beam bottom spacer bar 7 are all in simulating beam concrete eight.
Simulation back one placing of reinforcement 1, simulation back two placing of reinforcement 2, the placing of reinforcement 3 of simulating beam bottom two, the row 4 of simulating beam bottom one are
More placing of reinforcements of beam section arrangement are simulated, preferential recommendation uses 5 millimeters of diameter, and the iron wire that length is 320 millimeters makes；Simulating beam
Push up a placing of reinforcement 1, simulation back two placing of reinforcement 2, the placing of reinforcement 3 of simulating beam bottom two, the row 4 of simulating beam bottom one are respectively arranged on simulation
Top and bottom inside stirrup 5；The placing of reinforcement 1 of simulation back one and the simulation placing of reinforcement 2 of back two set up separately in simulation back positioning
The both sides of reinforcing bar 6, intersect vertically and be connected with simulation back spacer bar 6；The placing of reinforcement 3 of simulating beam bottom two, the row 4 of simulating beam bottom one
Set up separately in the both sides of simulating beam bottom spacer bar 7, intersect vertically and be connected with simulating beam bottom spacer bar 7.
Simulation stirrup 5 is the rectangular ring being bent into by simulating straight reinforcing bar；Simulate the top of stirrup 5 one jiao is provided with two
The straight section reinforcing bar that angle is 135 degree；Simulate the preferential recommendation of stirrup 5 to make using a diameter of 3 millimeters of iron wire, simulation stirrup 5 encloses
Into interior empty short side grow 100 millimeters, 200 millimeters of long side, two ends grow 70 millimeters simultaneously one jiao of intersection at joining position
Each curve 135 degree；Simulate stirrup 5 and simulation back one placing of reinforcement 1, simulation back two placing of reinforcement 2, the placing of reinforcement of simulating beam bottom two
3rd, the row 4 of simulating beam bottom one intersects vertically, and is arranged on simulation back one placing of reinforcement 1, simulation back two placing of reinforcement 2, simulating beam bottom
Two placing of reinforcements 3, the periphery of the row 4 of simulating beam bottom one, make the placing of reinforcement 1 of simulation back one, simulation back two placing of reinforcement 2, simulating beam bottom
Two placing of reinforcements 3, the row 4 of simulating beam bottom one form entirety.
Simulation back spacer bar 6, simulating beam bottom spacer bar 7 are the simulation bar dowels of straight section, and preferential recommendation is using straight
Footpath is that the iron wire that 3 mm lengths are 120 millimeters makes；Back spacer bar 6 is simulated in the simulation placing of reinforcement 1 of back one, simulating beam
Between pushing up two placing of reinforcements 2, simulating beam bottom spacer bar 7 is between the placing of reinforcement 3 of simulating beam bottom two, the row 4 of simulating beam bottom one, vertical phase
It is all connected with friendship.
Simulating beam concrete eight is to simulate the concrete poured, preferential recommendation after the reinforcement installation of simulation finishes acceptance(check)
Using long 300 millimeters, wide 250 millimeters, thick 150 millimeters cystosepiment making.
The preparation method of the multiple rows of reinforcement installation model of beam section is, first using long 300 millimeters, wide 250 millimeters, the milli of thickness 150
The cystosepiment of rice makes simulating beam concrete eight, and the placing of reinforcement 1 of back one, simulation back will be simulated at the both ends of simulating beam concrete eight
Two placing of reinforcements 2, the placing of reinforcement 3 of simulating beam bottom two, the row 4 of simulating beam bottom one, simulation stirrup 5, simulation back spacer bar 6, simulating beam
The line positioning of the described point of bottom spacer bar 7；Will simulation back one placing of reinforcement 1, simulation back two placing of reinforcement 2, the row's steel of simulating beam bottom two
Muscle 3, the row 4 of simulating beam bottom one are inserted in simulating beam concrete eight on anchor point, each exposed 10 millimeters of both ends, will simulation stirrup 5,
Simulation back spacer bar 6, simulating beam bottom spacer bar 7 are placed on respective position, with No. 22 iron wires according to assembling reinforcement
Method respective colligation is firm, that is, complete.
Claims (6)
1. the multiple rows of reinforcement installation model of beam section, it is characterized in that, by the placing of reinforcement of simulation back one（1）, simulation the placing of reinforcement of back two
（2）, the placing of reinforcement of simulating beam bottom two（3）, the placing of reinforcement of simulating beam bottom one（4）, simulation stirrup（5）, simulation back spacer bar（6）、
Simulating beam bottom spacer bar（7）With simulating beam concrete（8）Composition；The simulating beam concrete（8）A geometric Framework is formed,
Simulate stirrup（5）It is installed on simulating beam concrete（8）It is interior, simulate the placing of reinforcement of back one（1）, simulation the placing of reinforcement of back two（2）, mould
Intend the placing of reinforcement of beam bottom two（3）, the placing of reinforcement of simulating beam bottom one（4）It is horizontally arranged at simulation stirrup（5）Inside, and with simulate stirrup
（5）Connection；Simulate the placing of reinforcement of back one（1）, simulation the placing of reinforcement of back two（2）Located at simulation stirrup（5）Top, two rows steel
With simulation back spacer bar between muscle（6）Separate, and respectively with simulating back spacer bar（6）Vertical connection；Simulating beam bottom
Two placing of reinforcements（3）, the placing of reinforcement of simulating beam bottom one（4）Located at simulation stirrup（5）Bottom, positioned with simulating beam bottom between two placing of reinforcements
Reinforcing bar（7）Separate, and respectively with simulating beam bottom spacer bar（7）Connection；Simulate back spacer bar（6）Positioned with simulating beam bottom
Reinforcing bar（7）It is parallel.
2. the multiple rows of reinforcement installation model of beam section according to claim 1, it is characterized in that, simulate the placing of reinforcement of back one（1）、
Simulate the placing of reinforcement of back two（2）, the placing of reinforcement of simulating beam bottom two（3）, the placing of reinforcement of simulating beam bottom one（4）It is that simulation beam section is arranged
More placing of reinforcements, it is horizontal uniform more per placing of reinforcement.
3. the multiple rows of reinforcement installation model of beam section according to claim 1, it is characterized in that, simulate stirrup（5）It is by simulating
The rectangular ring that straight reinforcing bar is bent into；Simulate stirrup（5）It is 45 degree that one jiao of the both sides on top, which are respectively equipped with two angles,
Straight section reinforcing bar.
4. the multiple rows of reinforcement installation model of beam section according to claim 1, it is characterized in that, simulate stirrup（5）Top margin, bottom
Side is respectively with simulating the placing of reinforcement of back one（1）, the row of simulating beam bottom one（4）Intersect and connect；Simulate stirrup（5）Two sides difference
With simulating the placing of reinforcement of back two（2）, the placing of reinforcement of simulating beam bottom two（3）Intersect and connect, make the placing of reinforcement of simulation back one（1）, mould
Intend the placing of reinforcement of back two（2）, the placing of reinforcement of simulating beam bottom two（3）, the row of simulating beam bottom one（4）Form an entirety.
5. the multiple rows of reinforcement installation model of beam section according to claim 1, it is characterized in that, simulate back spacer bar（6）、
Simulating beam bottom spacer bar（7）It is the simulation bar dowel of straight section；Simulate back spacer bar（6）, simulating beam bottom spacer bar（7）
Length be less than simulating beam width, more than simulation stirrup（5）Width, its both ends stretches to simulating beam concrete（8）.
6. the multiple rows of reinforcement installation model of beam section according to claim 1, it is characterized in that, simulating beam concrete（8）It is mould
The reinforcement installation of plan simulates the concrete poured after finishing acceptance(check).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201711107971.6A CN107871441A (en) | 2017-11-10 | 2017-11-10 | The multiple rows of reinforcement installation model of beam section |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201711107971.6A CN107871441A (en) | 2017-11-10 | 2017-11-10 | The multiple rows of reinforcement installation model of beam section |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN107871441A true CN107871441A (en) | 2018-04-03 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201711107971.6A Withdrawn CN107871441A (en) | 2017-11-10 | 2017-11-10 | The multiple rows of reinforcement installation model of beam section |
Country Status (1)
| Country | Link |
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| CN (1) | CN107871441A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108053748A (en) * | 2018-04-08 | 2018-05-18 | 宋功业 | The multiple rows of reinforcement installation model of beam section and installation method |
-
2017
- 2017-11-10 CN CN201711107971.6A patent/CN107871441A/en not_active Withdrawn
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108053748A (en) * | 2018-04-08 | 2018-05-18 | 宋功业 | The multiple rows of reinforcement installation model of beam section and installation method |
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| WW01 | Invention patent application withdrawn after publication |
Application publication date: 20180403 |