CN106057064A - Rigid plate ground structure model and manufacturing method - Google Patents
Rigid plate ground structure model and manufacturing method Download PDFInfo
- Publication number
- CN106057064A CN106057064A CN201610664589.4A CN201610664589A CN106057064A CN 106057064 A CN106057064 A CN 106057064A CN 201610664589 A CN201610664589 A CN 201610664589A CN 106057064 A CN106057064 A CN 106057064A
- Authority
- CN
- China
- Prior art keywords
- simulation
- layer
- rigid plate
- ground structure
- structure model
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Pending
Links
Classifications
-
- 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
Landscapes
- Engineering & Computer Science (AREA)
- Business, Economics & Management (AREA)
- Physics & Mathematics (AREA)
- Educational Administration (AREA)
- Educational Technology (AREA)
- General Physics & Mathematics (AREA)
- Theoretical Computer Science (AREA)
- Management, Administration, Business Operations System, And Electronic Commerce (AREA)
Abstract
The invention discloses a rigid plate ground structure model and a manufacturing method, so as to carry out the aided teaching and train peasant-workers of a construction enterprise, and belongs to the field of vocational education facilities. The model consists of a simulation plate material layer, a simulation solidifying layer, a simulation force bearing layer, a simulation plain soil layer, a simulation wall body, and a signboard. The simulation solidifying layer is located under the simulation plate material layer and on the simulation force bearing layer. The simulation force bearing layer is located on the simulation plain soil layer. The signboard is disposed above the simulation plate material layer. The simulation plate material layer, the simulation solidifying layer, the simulation force bearing layer, the simulation plain soil layer and the signboard are all located at one side of the simulation wall body. The beneficial effects of the invention are that the model can be used for the teaching of students or peasant-workers through model presentation, enables the students or peasant-workers to directly know a rigid plate ground structure, and is convenient for understanding.
Description
Technical field
The present invention is rigid plate ground structure model and manufacture method, is according to the size chi of original state by simulated block sheet material layers
The model of cutting after very little making, is to give training and design for carrying out aided education and the rural migrant worker for construction enterprises
, belong to vocational education facility field.
Background technology
Rigid plate ground, is floor tile, precast terrazzo block, lithotome ground, the general designation on artificial stone ground；By
Wide in this kind of Ground Application scope, for not having the university students of practical experience, and the rural migrant worker having not been entered into duty comes
Say, it should be familiar with its structure, but want to allow them understand and grasp rigid plate ground structure to be really not easy；China's building work
The Teaching in University of journey class adopts always and lectures is main teaching method, though China Higher and middle vocational education are in teaching in recent years
So it has breakthrough, have employed the Informalized teaching means such as multimedia, be provided with some Teaching Circumstances, but break away to say the most at all
Awarding is main teaching model；For making education can catch up with the paces of China's economic development, it is big that a collection of application technology is transformed in country's decision-making
Learning, the teacher of these universities, facility are all arranged according to elite formula training mode, want to press close to construction teaching, and difficulty is the biggest；
On the other hand, the issuing and implementation planned along with the industry 2025 of China, 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, but enterprise in charge of construction is difficult to the tissue rigid plate to rural migrant worker
The training of block ground structure composition, the current facility of application technology university, School of High Profession Technology, middle vocational school can not meet to be engaged in be built
Build the training request of rural migrant worker's rigid plate ground construction of industry.
The rigid plate ground structure model that the present invention provides can solve these problems.
Summary of the invention
The specific practice of this programme is:
Using rigid plate ground structure model as shown in Figure 1, rigid plate ground structure model is by simulated block sheet material layers 1, mould
Intend cured layer 2, simulation bearing layer 3, simulation element soil layer 4, simulation body of wall 5 and Sign Board 6 composition；Simulation cured layer 2 is in simulation
Below bulk layer 1, above simulation bearing layer 3；Simulation bearing layer 3 is on simulation element soil layer 4；Sign Board 6 is in simulation
Above bulk layer 1, simulated block sheet material layers 1, simulation cured layer 2, simulation bearing layer 3, simulation element soil layer 4, Sign Board 6 are all in simulation
The side of body of wall 5.
Simulated block sheet material layers 1 is fixedly arranged at ground surface by cementitious matter.
Simulation cured layer 2 upper and lower surface consolidates with simulated block sheet material layers 1, simulation bearing layer 3 respectively.
Simulation bearing layer 3 upper and lower surface consolidates with simulation cured layer 2, simulation element soil layer 4 respectively.
Sign Board 6 is made up of label, sensing bar and connector；One jiao of label consolidates with pointing to bar；Pointing to bar is to connect
Label and the parts of rigid plate ground structure model, be in one jiao of consolidation of oblique state, one end and label, and the other end is with just
The part consolidation of property plate ground structure model.
The manufacture method of rigid plate ground structure model is, first will signify horizontal plate and the symbol of simulation element soil layer 4
The perpendicular plate consolidation of simulation body of wall 5；Then signify simulation element soil layer 4 horizontal plate on the most bonding signify simulation hold
Power layer 3, simulation cured layer 2 and the horizontal plate of simulated block sheet material layers 1；Then by the sensing bar of 4 block identification boards 6 respectively with each layer level
Plate connects, and finally above identifies each layer on Sign Board 6 respectively from lower.
The invention has the beneficial effects as follows and make university students or rural migrant worker be imparted knowledge to students by model display, to rigid plate ground structure
There is directly understanding, it is simple to understand.
Accompanying drawing explanation
Fig. 1 rigid plate ground structure model schematic.
In figure: 1-rigid plate；2-simulates cured layer；3-simulates bearing layer；4-simulation element soil layer；5-simulates body of wall；6-
Sign Board.
Detailed description of the invention
Embodiment
Certain university's designed, designed uses rigid plate ground structure model as shown in Figure 1, rigid plate ground structure
Model is made up of with Sign Board 6 simulated block sheet material layers 1, simulation cured layer 2, simulation bearing layer 3, simulation element soil layer 4, simulation body of wall 5
's；Simulation cured layer 2 is below simulated block sheet material layers 1, above simulation bearing layer 3；Simulation bearing layer 3 is at simulation element soil layer 4
Above；Sign Board 6 on simulated block sheet material layers 1, simulated block sheet material layers 1, simulation cured layer 2, simulation bearing layer 3, simulation element
Soil layer 4, Sign Board 6 are all in the side of simulation body of wall 5.
Simulated block sheet material layers 1 is fixedly arranged at ground surface by cementitious matter.
Simulation cured layer 2 upper and lower surface consolidates with simulated block sheet material layers 1, simulation bearing layer 3 respectively.
Mould simulation bearing layer 3 upper and lower surface consolidates with simulation cured layer 2, simulation element soil layer 4 respectively.
Simulation element soil layer 4 is the clay free from foreign meter that can be able to characterize in Practical Project by observation, through hand compaction
After foundation soil.
Simulation body of wall 5 is the model of the wall body structure that can characterize the peripheral building being positioned at rigid plate ground structure.
Sign Board 6 is the board shape parts being identified the rigid plate each associated components of ground structure model；Sign Board 6 by
Label, sensing bar and connector composition；Indicate on label composition the title of parts of rigid plate ground structure model, specification,
Model, the content acting on and being correlated with, a jiao of label consolidates with pointing to bar；Pointing to bar is to connect label and rigid plate ground
The parts of tectonic model, are in one jiao of consolidation of oblique state, one end and label, the other end and rigid plate ground structure model
Part consolidation.
The manufacture method of rigid plate ground structure model is, first will signify horizontal plate and the symbol of simulation element soil layer 4
The perpendicular plate consolidation of simulation body of wall 5；Then signify simulation element soil layer 4 horizontal plate on the most bonding signify simulation hold
Power layer 3, simulation cured layer 2 and the horizontal plate of simulated block sheet material layers 1；Then by the sensing bar of 4 block identification boards 6 respectively with each layer level
Plate connects, and finally above identifies each layer on Sign Board 6 respectively from lower.
Claims (6)
1. rigid plate ground structure model, is characterized in that, by simulated block sheet material layers (1), simulation cured layer (2), simulation bearing layer
(3), simulation element soil layer (4), simulation body of wall (5) form with Sign Board (6)；Simulation cured layer (2) is in simulated block sheet material layers (1)
Below, above simulation bearing layer (3)；Simulation bearing layer (3) is on simulation element soil layer (4)；Sign Board (6) is at simulated block
Above sheet material layers (1), simulated block sheet material layers (1), simulation cured layer (2), simulation bearing layer (3), simulation element soil layer (4), Sign Board
(6) all in the side of simulation body of wall (5).
Rigid plate ground structure model the most according to claim 1, is characterized in that, simulated block sheet material layers (1) is that paving exists
Simulation cured layer (2) simulation earth material above.
Rigid plate ground structure model the most according to claim 1, is characterized in that, up and down the two of simulation cured layer (2)
Face consolidates with simulated block sheet material layers (1), simulation bearing layer (3) respectively.
Rigid plate ground structure model the most according to claim 1, is characterized in that, simulates bearing layer (3) upper and lower surface
Respectively with simulation cured layer (2), simulation element soil layer (4) consolidation.
Rigid plate ground structure model the most according to claim 1, is characterized in that, Sign Board (6) is by label, sensing bar
And connector composition；One jiao of label consolidates with pointing to bar；Pointing to bar is to connect label and rigid plate ground structure model
Parts, are in one jiao of consolidation of oblique state, one end and label, and the other end is solid with the parts of rigid plate ground structure model
Knot.
6. the manufacture method of rigid plate ground structure model, is characterized in that, first will simulation element soil layer (4) and simulation body of wall (5)
Consolidation；Then the most bonding simulation bearing layer (3), simulation cured layer (2) and simulated block sheet material layers (1) in simulation element soil layer (4)
's；Then the sensing bar of 4 block identification boards (6) is connected with each layer respectively；Finally above identify respectively on Sign Board (6) from lower
Each layer.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610664589.4A CN106057064A (en) | 2016-08-15 | 2016-08-15 | Rigid plate ground structure model and manufacturing method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610664589.4A CN106057064A (en) | 2016-08-15 | 2016-08-15 | Rigid plate ground structure model and manufacturing method |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN106057064A true CN106057064A (en) | 2016-10-26 |
Family
ID=57481235
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610664589.4A Pending CN106057064A (en) | 2016-08-15 | 2016-08-15 | Rigid plate ground structure model and manufacturing method |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106057064A (en) |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US20050166518A1 (en) * | 2002-03-08 | 2005-08-04 | Van Cauwenbergh Luc A.P. | Concrete stone |
| CN104091516A (en) * | 2014-06-19 | 2014-10-08 | 北京工业大学 | Teaching model for construction external-prevention internal-bonded method of underground structure |
| CN204825538U (en) * | 2015-06-12 | 2015-12-02 | 上海十方生态园林股份有限公司 | Avoid ground to mat formation structure that stone material reprocessed |
| CN205334848U (en) * | 2015-12-25 | 2016-06-22 | 江西交通职业技术学院 | Teaching is with rectangle side ditch model |
| CN205334858U (en) * | 2015-12-27 | 2016-06-22 | 江西交通职业技术学院 | Teaching is with U type abutment model |
| CN205334849U (en) * | 2015-12-30 | 2016-06-22 | 江西交通职业技术学院 | Teaching is with asphalt concrete road surface structure model |
-
2016
- 2016-08-15 CN CN201610664589.4A patent/CN106057064A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US20050166518A1 (en) * | 2002-03-08 | 2005-08-04 | Van Cauwenbergh Luc A.P. | Concrete stone |
| CN104091516A (en) * | 2014-06-19 | 2014-10-08 | 北京工业大学 | Teaching model for construction external-prevention internal-bonded method of underground structure |
| CN204825538U (en) * | 2015-06-12 | 2015-12-02 | 上海十方生态园林股份有限公司 | Avoid ground to mat formation structure that stone material reprocessed |
| CN205334848U (en) * | 2015-12-25 | 2016-06-22 | 江西交通职业技术学院 | Teaching is with rectangle side ditch model |
| CN205334858U (en) * | 2015-12-27 | 2016-06-22 | 江西交通职业技术学院 | Teaching is with U type abutment model |
| CN205334849U (en) * | 2015-12-30 | 2016-06-22 | 江西交通职业技术学院 | Teaching is with asphalt concrete road surface structure model |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN204257101U (en) | A kind of tunnel teaching experiment model | |
| CN103884827A (en) | Magnetic field force-seepage force model test device applicable to earth-rock slope | |
| CN203941160U (en) | Multi-functional indoor soil test device | |
| CN104464477B (en) | Tunnel teaching experiment model | |
| CN108269479A (en) | A kind of simulator of shallow foundation foundation failure | |
| CN207134024U (en) | A kind of physics buoyancy shows experiment teaching appliance | |
| CN106057064A (en) | Rigid plate ground structure model and manufacturing method | |
| CN209432113U (en) | A kind of model settled for studying rail traffic underground line | |
| CN203433731U (en) | Model for researching settlement of urban rail transit subway lines | |
| CN203706520U (en) | Teaching experimental instrument demonstrating piping phenomenon | |
| CN208903532U (en) | A kind of simulator of shallow foundation foundation failure | |
| CN106097877A (en) | Flexible plate ground structure model and manufacture method | |
| CN208873387U (en) | A kind of prefabricated assembled frame structure joint structure signal and construction simulation teaching aid | |
| CN204257114U (en) | A kind of paver simulated operating system | |
| CN208848485U (en) | Shear wall and raft foundation construction teaching facilities | |
| CN203422184U (en) | Device for simulating surface friction of template to research lateral pressure of concrete | |
| CN110969907A (en) | Engineering project overall process management teaching system suitable for virtual-actual combination | |
| CN209297538U (en) | Stairstepping isolated footing teaching training apparatus | |
| CN204667721U (en) | A kind of physical teaching demonstration device | |
| CN204516260U (en) | Long piled wharf experimental teaching model of cobalt | |
| CN108711354A (en) | A kind of prefabricated assembled frame structure joint structure signal and construction simulation teaching aid | |
| CN106157794A (en) | Column foundation model and preparation method with anchor bolt box | |
| CN106128284A (en) | Column foundation model and manufacture method with foundation bolt | |
| CN106205350A (en) | Fill wall construction model and manufacture method | |
| CN214796485U (en) | Be used for building engineering teaching to demonstrate teaching aid with wall body construction |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20161026 |
|
| RJ01 | Rejection of invention patent application after publication |