CN106097875B - Concrete board constructions model and production method - Google Patents
Concrete board constructions model and production method Download PDFInfo
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- CN106097875B CN106097875B CN201610639751.7A CN201610639751A CN106097875B CN 106097875 B CN106097875 B CN 106097875B CN 201610639751 A CN201610639751 A CN 201610639751A CN 106097875 B CN106097875 B CN 106097875B
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- G—PHYSICS
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- 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
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Abstract
Concrete board constructions model and production method are to carry out aided education by model display and give training and design for the rural migrant worker of construction enterprises, belong to vocational education facility field；Concrete board constructions model is made of panel, bottom plate, slab muscle, beam, support column and Sign Board；Panel is mounted on the top of slab muscle and beam, connect with the side plate of beam；Bottom plate is mounted on the lower part of reinforcing bar and beam, integral with the side plate consolidation of beam；Sign Board is mounted on the top of panel；The beneficial effects of the invention are as follows making university student or rural migrant worker impart knowledge to students by model display, there is direct understanding to the structure of concrete slab, be easy to understand.
Description
Technical field
The present invention is concrete board constructions model and production method, is to carry out aided education and by model display to apply
The rural migrant worker of work enterprise gives training and designs, and belongs to vocational education facility field.
Background technique
Building structure mainly has reinforced concrete structure, steel construction, steel and concrete structure, masonry structure, timber structure several at present,
The most wide still reinforced concrete structure of purposes, accounts for 70% of building construction or so.Although the structure of armoured concrete slab is simple,
It for the university student of not practical experience, and has not been entered into for the rural migrant worker of working condition, due to not no Practical Project
Experience, it is also insufficient to the structure cognizing of concrete slab, to allowing them to understand and grasping the structure and construction of armoured concrete slab
Also really it is not easy；The Teaching in University of China's architectural engineering class adopts always the teaching method based on lecturing, in recent years China Higher
Although haveing breakthrough with middle vocational education in teaching, the Informalized teachings means such as multimedia are used, some teaching are provided with
Situation, but the teaching pattern based on lecturing is not got rid of at all；To make education that can keep up with the paces of China's economic development, country
A collection of application technology university is transformed in decision, and the teacher of these universities, facility are arranged according to elite formula training mode, to
It imparts knowledge to students close to construction, it is difficult；On the other hand, with the issuing and implementation that the industry 2025 in China is planned, country adds in recent years
The strong training request to rural migrant worker, and put more effort to the inspection of enterprise in charge of construction examination, but enterprise in charge of construction
It is difficult training of the tissue to the concrete structure of rural migrant worker composition, application technology university, School of High Profession Technology, middle vocational school is current sets
Apply the training request that can not meet the rural migrant worker's concrete structure construction for being engaged in construction industry.
The structural model of concrete slab provided by the invention can solve these problems.
Summary of the invention
The specific practice of this programme is:
Using concrete board constructions model as shown in Figure 1 and Figure 2, concrete board constructions model is by panel 1, bottom plate 2, plate
What reinforcing bar 3, beam 4, support column 5 and Sign Board 6 formed；Panel 1 is mounted on the top of slab muscle 3 Yu beam 4, connects with the side plate of beam 4
It connects；Bottom plate 2 is mounted on the lower part of reinforcing bar 3 Yu beam 4, integral with the side plate consolidation of beam 4；Sign Board 6 is mounted on the upper of panel 1
Portion.
Panel 1 is the plate-shaped member for being covered on slab muscle 3 Yu 4 upper surface of beam, in order to facilitate observation of the structure structure of concrete slab
It makes, preferential recommendation is made of transparent organic glass plate；It is buckled in the outer side edges snapping of four Bian Youyu beams 4 of panel 1, it can
Guarantee that panel 1 is relatively fixed, and facilitates the reinforcing bar of installation, adjustment plate reinforcing bar 3 and beam 4；The plate face of panel 1 has hole, the mark of panel 1
The end and panel 1 for knowing the direction bar of board 6 consolidate, the hole and the concrete board constructions that are directed toward bar and pass through panel 1 of remaining Sign Board 6
The identified component connection of model.
Bottom plate 2 is the plate-shaped member being supported on support column 5 by the interior plate of beam 4, since bottom plate 2 bears biggish lotus
It carries, the plank after preferential recommendation uses 20-30 millimeters makes；Slab muscle 3 is installed on bottom plate 2, slab is carry by spacer block
Muscle 3, for spacer block with a thickness of 15 millimeters, spacer block spacing is 200-250 millimeters；The bar that is directed toward of the Sign Board 6 of bottom plate 2 passes through panel 1
Hole and slab muscle 3 are consolidated with bottom plate 2.
Slab muscle 3 is made of way and double-layer reinforced mesh, and preferential recommendation replaces reinforced bar support reinforcing bar using No. 8 iron wires
Mesh sheet, the spacing of reinforcing bar are 30 millimeters；It is supported between two layers of reinforced mesh using Steel bar rack, steel can also be replaced with wooden unit
Muscle bracket, the distance between Steel bar rack are not more than 1 meter；Bottom layer of the reinforcing steel mesh sheet by spacer block install on a base plate 2, spacer block with a thickness of
15 millimeters, spacer block spacing is 200-250 millimeters；3 surrounding of slab muscle is connect with the reinforcing bar of beam 4；The slab muscle 3 vertical with beam 4
Go deep into binding and connecting with the reinforcing bar of beam 4 not less than 50 millimeters in the reinforcing bar of beam 4, be formed whole；The finger of the Sign Board 6 of slab muscle 3
The hole of panel 1 and the reinforcing bar consolidation of slab muscle 3 are passed through to bar.
Beam 4 is mounted in the beam-like component of 3 surrounding of slab muscle；Beam 4 is by beam steel, beam outer panel, beam interior plate, beam bottom plate
Composition；
Beam steel is made of beam bottom principal rod, back bearing rod and beam stirrup, and preferential recommendation substitutes beam bottom with No. 8 iron wires
Principal rod and back bearing rod substitute beam stirrup with No. 16 iron wires；Beam bottom principal rod is vertically disposed on back bearing rod
The stirrup quadrangle of beam, and bind connection；In the longitudinally perpendicular arrangement of beam bottom principal rod and back bearing rod, stirrup exists the stirrup of beam
Four corners encryption；
The outer panel of beam is perpendicular to the plate-shaped member of panel 1 and beam bottom plate, and preferential recommendation is organic using 5-6 millimeters thick
Glass plate production；The outside of beam 4 is arranged in the outer panel of beam, consolidates with beam bottom plate, with 1 snapping of panel；The outer panel and beam of beam
It is contacted between the outside of the stirrup of reinforcing bar by spacer block, for spacer block with a thickness of 15 millimeters, spacer block spacing is not more than 250 millimeters；
The interior plate of beam is perpendicular to the plate-shaped member of panel 1 and beam bottom plate, and preferential recommendation uses 20-30 millimeters of plank
Production；The inside of beam 4 is arranged in the interior plate of beam, consolidates with beam bottom plate and panel 1；The interior plate of beam and the stirrup of beam steel
Outside between contacted by spacer block, for spacer block with a thickness of 15 millimeters, spacer block spacing is not more than 250 millimeters；
The bottom plate of beam is perpendicular to the outer panel of beam and the interior plate of beam, and the plate-like portion parallel with panel 1 and bottom plate 2
Part, preferential recommendation are made of 20-30 millimeters of plank；The bottom plate both ends of beam are mounted on the top of support column 5；The bottom plate of beam
The interior plate of the outer panel and beam of two sides and beam consolidates；The top of the bottom plate of beam is installed with the reinforcing bar of beam, and passes through spacer block and beam
The bottom edge of the stirrup of reinforcing bar contacts, and for spacer block with a thickness of 15 millimeters, spacer block spacing is not more than 250 millimeters；
One end of direction bar of the Sign Board 6 of beam 4 and the outer panel of beam consolidate.
Support column 5 is to be vertically mounted on concrete board constructions model quadrangle, the cylindrical part at top and beam bottom plate consolidation；Branch
The joint bar of bearing column 5 passes through the reinforcing bar of beam 4, and preparation is connect with the reinforcing bar of upper strata post；The direction bar and branch of the Sign Board 6 of support column 5
The outer surface of bearing column 5 consolidates.
Sign Board 6 is the board shape component being identified to each associated components of concrete board constructions model；Sign Board 6 is by marking
Board is directed toward bar and connector composition；Show to form on label the title of component of concrete column model, specification, model, effect with
And relevant content, the lower right corner of label and direction bar consolidation；Being directed toward bar is the portion for connecting label and concrete board constructions model
Part, in oblique state, the lower right corner of one end and label is consolidated, the part consolidation of the structural model of the other end and concrete slab.
The production method of concrete board constructions model is successively first to install each support column 5, and support column 5 is placed in coagulation
The corresponding position of native plate structural model, leveling levelling；The beam bottom plate of mounting rail 4, beam interior plate, beam outer panel again, mounting base 2
With plate side plate；Beam steel, slab muscle 3 are installed；Panel 1 and Sign Board 6 are installed；
When each support column 5 is installed, it is necessary to assure the center of support column 5, center line are corresponding with concrete board constructions model
Center, center line be overlapped, absolute altitude is consistent；
It is laid with the beam bottom plate of beam 4, controls the absolute altitude and levelness of beam bottom plate；Mounting rail side plate makes beam side plate and beam bottom
Plate is vertical and straight, and the following and beam bottom plate of beam side plate is consolidated；Mounting base 2, after finding absolute altitude, level, by mounting base 2
Edge and beam side plate top consolidate；
The principal rod of beam steel, bearing rod, stirrup can on platform it is accurate it is assembled it is good after, per pass beam two sides and
Bottom surface installs spacer block, is integrally put into beam slab, and in mounting plate reinforcing bar 3, the anchor rib of slab muscle 3 is deep into beam steel simultaneously
It is firm to bind；It will be identified after making panel 1 and beam outer panel snapping in the surface mounting surface plate 1 and Sign Board 6 of slab muscle 3
The direction bar of board 6 needs the component identified to connect with concrete board constructions model.
The beneficial effects of the invention are as follows making university student or rural migrant worker impart knowledge to students by model display, have to the structure of concrete slab
Direct understanding, is easy to understand.
Detailed description of the invention
Fig. 1 concrete board constructions model schematic.
Fig. 2 concrete board constructions model steel bar schematic top plan view.
In figure: 1- panel；2- bottom plate；3- slab muscle；4- beam；5- support column；6- Sign Board.
Specific embodiment
Embodiment
Certain university's designed, designed uses concrete board constructions model as shown in Figure 1 and Figure 2, concrete board constructions model
It is made of panel 1, bottom plate 2, slab muscle 3, beam 4, support column 5 and Sign Board 6；Panel 1 is mounted on the upper of slab muscle 3 and beam 4
Portion is connect with the side plate of beam 4；Bottom plate 2 is mounted on the lower part of reinforcing bar 3 Yu beam 4, integral with the side plate consolidation of beam 4；Sign Board 6
It is mounted on the top of panel 1.
Panel 1 is the plate-shaped member for being covered on slab muscle 3 Yu 4 upper surface of beam, in order to facilitate observation of the structure structure of concrete slab
It makes, is made of transparent organic glass plate；It is buckled in the outer side edges snapping of four Bian Youyu beams 4 of panel 1, both can guarantee panel
1 is relatively fixed, and facilitates the reinforcing bar of installation, adjustment plate reinforcing bar 3 and beam 4；The plate face of panel 1 has hole, the Sign Board 6 of panel 1
The end of direction bar and panel 1 consolidate, the hole and the concrete board constructions model that are directed toward bar and pass through panel 1 of remaining Sign Board 6
Identified component connection.
Bottom plate 2 is the plate-shaped member being supported on support column 5 by the interior plate of beam 4, since bottom plate 2 bears biggish lotus
It carries, is made of the plank after 30 millimeters；Slab muscle 3 is installed on bottom plate 2, slab muscle 3, spacer block thickness are carry by spacer block
It is 15 millimeters, spacer block spacing is 200 millimeters；The hole and the slab muscle 3 that are directed toward bar and pass through panel 1 of the Sign Board 6 of bottom plate 2, the bottom of with
Plate 2 consolidates.
Slab muscle 3 is to replace reinforced bar support reinforced mesh, steel using No. 8 iron wires made of way and double-layer reinforced mesh
The spacing of muscle is 100 millimeters；It is supported between two layers of reinforced mesh using Steel bar rack, reinforcement bar support can also be replaced with wooden unit
Frame, the distance between Steel bar rack are not more than 1 meter；Bottom layer of the reinforcing steel mesh sheet is installed on a base plate 2 by spacer block, and spacer block is with a thickness of 15 millis
Rice, spacer block spacing are 200 millimeters；3 surrounding of slab muscle is connect with the reinforcing bar of beam 4；The slab muscle 3 vertical with beam 4 gos deep into beam 4
It is not less than 50 millimeters in reinforcing bar, binds and connect with the reinforcing bar of beam 4, is formed whole；The direction bar of the Sign Board 6 of slab muscle 3 passes through
The hole of panel 1 and the reinforcing bar of slab muscle 3 consolidate.
Beam 4 is mounted in the beam-like component of 3 surrounding of slab muscle；Beam 4 is by beam steel, beam outer panel, beam interior plate, beam bottom plate
Composition；
Beam steel is made of beam bottom principal rod, back bearing rod and beam stirrup, and preferential recommendation substitutes beam bottom with No. 8 iron wires
Principal rod and back bearing rod substitute beam stirrup with No. 16 iron wires；Beam bottom principal rod is vertically disposed on back bearing rod
The stirrup quadrangle of beam, and bind connection；In the longitudinally perpendicular arrangement of beam bottom principal rod and back bearing rod, stirrup exists the stirrup of beam
Four corners encryption；
The outer panel of beam is perpendicular to the plate-shaped member of panel 1 and beam bottom plate, using the poly (methyl methacrylate) plate system of 6 millimeters thicks
Make；The outside of beam 4 is arranged in the outer panel of beam, consolidates with beam bottom plate, with 1 snapping of panel；The outer panel of beam and the hoop of beam steel
It is contacted between the outside of muscle by spacer block, for spacer block with a thickness of 15 millimeters, spacer block spacing is not more than 250 millimeters；
The interior plate of beam is perpendicular to the plate-shaped member of panel 1 and beam bottom plate, and preferential recommendation uses 30 millimeters of plank system
Make；The inside of beam 4 is arranged in the interior plate of beam, consolidates with beam bottom plate and panel 1；The stirrup of the interior plate and beam steel of beam
It is contacted between outside by spacer block, for spacer block with a thickness of 15 millimeters, spacer block spacing is not more than 250 millimeters；
The bottom plate of beam is perpendicular to the outer panel of beam and the interior plate of beam, and the plate-like portion parallel with panel 1 and bottom plate 2
Part, preferential recommendation are made of 30 millimeters of plank；The bottom plate both ends of beam are mounted on the top of support column 5；The two of the bottom plate of beam
The interior plate of the outer panel and beam of side and beam consolidates；The top of the bottom plate of beam is installed with the reinforcing bar of beam, and passes through spacer block and joist steel
The bottom edge of the stirrup of muscle contacts, and for spacer block with a thickness of 15 millimeters, spacer block spacing is not more than 250 millimeters；
One end of direction bar of the Sign Board 6 of beam 4 and the outer panel of beam consolidate.
Support column 5 is to be vertically mounted on concrete board constructions model quadrangle, the cylindrical part at top and beam bottom plate consolidation；Branch
The joint bar of bearing column 5 passes through the reinforcing bar of beam 4, and preparation is connect with the reinforcing bar of upper strata post；The direction bar and branch of the Sign Board 6 of support column 5
The outer surface of bearing column 5 consolidates.
Sign Board 6 is the board shape component being identified to each associated components of concrete board constructions model；Sign Board 6 is by marking
Board is directed toward bar and connector composition；Show to form on label the title of component of concrete column model, specification, model, effect with
And relevant content, the lower right corner of label and direction bar consolidation；Being directed toward bar is the portion for connecting label and concrete board constructions model
Part, in oblique state, the lower right corner of one end and label is consolidated, the part consolidation of the structural model of the other end and concrete slab.
The production method of concrete board constructions model is successively first to install each support column 5, and support column 5 is placed in coagulation
The corresponding position of native plate structural model, leveling levelling；The beam bottom plate of mounting rail 4, beam interior plate, beam outer panel again, mounting base 2
With plate side plate；Beam steel, slab muscle 3 are installed；Panel 1 and Sign Board 6 are installed；
When each support column 5 is installed, it is necessary to assure the center of support column 5, center line are corresponding with concrete board constructions model
Center, center line be overlapped, absolute altitude is consistent；
It is laid with the beam bottom plate of beam 4, controls the absolute altitude and levelness of beam bottom plate；Mounting rail side plate makes beam side plate and beam bottom
Plate is vertical and straight, and the following and beam bottom plate of beam side plate is consolidated；Mounting base 2, after finding absolute altitude, level, by mounting base 2
Edge and beam side plate top consolidate；
The principal rod of beam steel, bearing rod, stirrup can on platform it is accurate it is assembled it is good after, per pass beam two sides and
Bottom surface installs spacer block, is integrally put into beam slab, and in mounting plate reinforcing bar 3, the anchor rib of slab muscle 3 is deep into beam steel simultaneously
It is firm to bind；It will be identified after making panel 1 and beam outer panel snapping in the surface mounting surface plate 1 and Sign Board 6 of slab muscle 3
The direction bar of board 6 needs the component identified to connect with concrete board constructions model.
Claims (3)
1. concrete board constructions model, characterized in that by panel (1), bottom plate (2), slab muscle (3), beam (4), support column (5) with
Sign Board (6) composition；Panel (1) is mounted on the top of slab muscle (3) Yu beam (4), connect with the side plate of beam (4)；Bottom plate (2)
It is mounted on the lower part of slab muscle (3) Yu beam (4), it is integral with the side plate consolidation of beam (4)；Sign Board (6) is mounted on panel (1)
Top；
Panel (1) is the plate-shaped member for being covered on slab muscle (3) Yu beam (4) upper surface, in four Bian Youyu beams (4) of panel (1)
Outer side edges snapping button；The plate face of panel (1) has hole, the end and panel (1) of the direction bar of the Sign Board (6) of panel (1)
Consolidation, the direction bar of remaining Sign Board (6) passes through the hole of panel (1) and the identified component of concrete board constructions model connects
It connects；
Bottom plate (2) is the plate-shaped member being supported on support column (5) by the interior plate of beam (4)；Bottom plate is installed with slab on (2)
Muscle (3) carries slab muscle (3) by spacer block；The direction bar of the Sign Board (6) of bottom plate (2) passes through hole and the slab of panel (1)
Muscle (3) is consolidated with bottom plate (2)；
Slab muscle (3) is made of way and double-layer reinforced mesh；It is supported between two layers of reinforced mesh using Steel bar rack, bottom
Reinforced mesh is mounted on bottom plate (2) by spacer block；Slab muscle (3) surrounding is connect with the reinforcing bar of beam (4)；It is vertical with beam (4)
Slab muscle (3) go deep into the reinforcing bar of beam (4), bind and connect with the reinforcing bar of beam (4), formed whole；The Sign Board of slab muscle (3)
(6) reinforcing bar in hole and slab muscle (3) that direction bar passes through panel (1) consolidates；
Beam (4) is mounted in the beam-like component of slab muscle (3) surrounding；Beam (4) is by beam steel, beam outer panel, beam interior plate, beam bottom
Board group at；
Beam steel is made of beam bottom principal rod, back bearing rod and beam stirrup；Beam bottom principal rod hangs down respectively with back bearing rod
Directly the stirrup quadrangle of beam is set, and binds connection；Longitudinally perpendicular cloth of the stirrup of beam in beam bottom principal rod and back bearing rod
It sets, stirrup is encrypted in four corners；
The outer panel of beam is perpendicular to the plate-shaped member of panel (1) and beam bottom plate, and setting is consolidated in the outside of beam (4) with beam bottom plate
Knot, with panel (1) snapping；It is contacted between the outside of the stirrup of the outer panel and beam steel of beam by spacer block；
The interior plate of beam is perpendicular to the plate-shaped member of panel (1) and beam bottom plate, setting in the inside of beam (4), with beam bottom plate and
Panel (1) consolidates；It is contacted between the outside of the stirrup of the interior plate and beam steel of beam by spacer block；
The bottom plate of beam is perpendicular to the outer panel of beam and the interior plate of beam, and the plate-like portion parallel with panel (1) and bottom plate (2)
Part；The bottom plate both ends of beam are mounted on the top of support column (5)；The interior plate of the two sides of the bottom plate of beam and the outer panel of beam and beam is solid
Knot；The top of the bottom plate of beam is installed with the reinforcing bar of beam, and is contacted by spacer block with the bottom edge of the stirrup of beam steel；
One end of direction bar of the Sign Board (6) of beam (4) and the outer panel of beam consolidate；
Support column (5) is to be vertically mounted on concrete board constructions model quadrangle, the cylindrical part at top and beam bottom plate consolidation；Bearing
The joint bar of column (5) passes through the reinforcing bar of beam (4), and preparation is connect with the reinforcing bar of upper strata post；The direction of the Sign Board (6) of support column (5)
The outer surface of bar and support column (5) consolidates.
2. concrete board constructions model according to claim 1, characterized in that Sign Board (6) is to concrete board constructions
The board shape component that each associated components of model are identified；Sign Board (6) is made of label, direction bar and connector；Table on label
Title, specification, model, effect and the relevant content of the component of bright composition concrete column model, the lower right corner of label and finger
It is consolidated to bar；Being directed toward bar is the component for connecting label and concrete board constructions model, is in oblique state, the right side of one end and label
The part consolidation of the structural model of inferior horn consolidation, the other end and concrete slab.
3. the production method according to any concrete board constructions model of claims 1 or 2, characterized in that successively first pacify
It fills each support column (5), and support column (5) is placed in the corresponding position of concrete board constructions model, leveling levelling；Mounting rail again
(4) beam bottom plate, beam interior plate, beam outer panel, mounting base (2) and plate side plate；Beam steel, slab muscle (3) are installed；Mounting surface
Plate (1) and Sign Board (6)；
When each support column (5) are installed, it is necessary to assure the center of support column (5), center line are corresponding with concrete board constructions model
Center, center line be overlapped, absolute altitude is consistent；
It is laid with the beam bottom plate of beam (4), controls the absolute altitude and levelness of beam bottom plate；Mounting rail side plate makes beam side plate and beam bottom plate
It is vertical and straight, the following and beam bottom plate of beam side plate is consolidated；Mounting base (2), after finding absolute altitude, level, by mounting base
(2) top at edge and beam side plate consolidates；
Principal rod, bearing rod, the stirrup of beam steel can be on platforms after accurate assembly well, in the two sides and bottom surface of per pass beam
Spacer block is installed, is integrally put into beam slab, in mounting plate reinforcing bar (3), the anchor rib of slab muscle (3) is deep into beam steel simultaneously
It is firm to bind；In the surface mounting surface plate (1) and Sign Board (6) of slab muscle (3), make panel (1) and beam outer panel snapping
Afterwards, the component identified is needed to connect with concrete board constructions model on the direction bar of Sign Board (6).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610639751.7A CN106097875B (en) | 2016-08-08 | 2016-08-08 | Concrete board constructions model and production method |
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| Application Number | Priority Date | Filing Date | Title |
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| CN201610639751.7A CN106097875B (en) | 2016-08-08 | 2016-08-08 | Concrete board constructions model and production method |
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| CN106097875B true CN106097875B (en) | 2019-08-06 |
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Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN201251882Y (en) * | 2008-09-01 | 2009-06-03 | 北京怀柔麒芳建职培训学校 | Reinforced concrete structural teaching model |
| CN104134395A (en) * | 2014-08-06 | 2014-11-05 | 陶顺 | Intelligent building demonstration teaching system based on joints |
| CN204557935U (en) * | 2015-04-29 | 2015-08-12 | 王佳军 | Architectural entity practice-training teaching model model |
| CN204720099U (en) * | 2015-06-30 | 2015-10-21 | 沈阳市和平区一砖一瓦教育培训学校 | Teaching emulation building iron model |
Family Cites Families (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR101245842B1 (en) * | 2010-12-06 | 2013-03-20 | 주식회사 한양비이에스티교육 | Teaching Device For Bridge Education |
| CN105178603A (en) * | 2015-06-17 | 2015-12-23 | 深圳建业工程集团股份有限公司 | EPS polyphenyl dismantling-exempt template concrete building cover plate construction technology method |
-
2016
- 2016-08-08 CN CN201610639751.7A patent/CN106097875B/en active Active
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN201251882Y (en) * | 2008-09-01 | 2009-06-03 | 北京怀柔麒芳建职培训学校 | Reinforced concrete structural teaching model |
| CN104134395A (en) * | 2014-08-06 | 2014-11-05 | 陶顺 | Intelligent building demonstration teaching system based on joints |
| CN204557935U (en) * | 2015-04-29 | 2015-08-12 | 王佳军 | Architectural entity practice-training teaching model model |
| CN204720099U (en) * | 2015-06-30 | 2015-10-21 | 沈阳市和平区一砖一瓦教育培训学校 | Teaching emulation building iron model |
Non-Patent Citations (1)
| Title |
|---|
| 原型建筑结构教学模型研制;杜国平;《中国优秀硕士学位论文全文数据库（电子期刊）》;20130331;第20-21页 |
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