CN205334848U - Teaching is with rectangle side ditch model - Google Patents
Teaching is with rectangle side ditch model Download PDFInfo
- Publication number
- CN205334848U CN205334848U CN201521104057.2U CN201521104057U CN205334848U CN 205334848 U CN205334848 U CN 205334848U CN 201521104057 U CN201521104057 U CN 201521104057U CN 205334848 U CN205334848 U CN 205334848U
- Authority
- CN
- China
- Prior art keywords
- teaching
- gutter
- model
- rectangle
- side ditch
- 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.)
- Expired - Fee Related
Links
Landscapes
- Road Paving Structures (AREA)
Abstract
Teaching is with rectangle side ditch model, including laying bricks interior side ditch, graded macadam bedding layer, wherein, graded macadam bedding layer is groove structure to be provided with the interior side ditch of laying bricks in groove structure, be provided with the through -hole that is used for the installation to permeate water and manage simultaneously bottom groove structure, in addition, it passes through hard pressing rubber and bonds and be a whole to lay bricks interior side ditch, graded macadam bedding layer. The utility model discloses use the practical abutment of engineering as the sample, according to 1: 6 the preparation of proportion size forms, can be used for the structure thing drawing imitation of " road engineering drawing " course, the cognitive abutment quality testing with construction, " road bridge measuring " course of abutment of " bridge engineering construction " course to give lessons, can effectively improve the quality of teaching, increase student's professional skill, and the practicality is good, and the extensive road of being applied to is given lessons with the teaching of bridge specialty.
Description
Technical field
This utility model relates to teaching mode technical field, particularly relates to a kind of teaching rectangle gutter model。
Background technology
The speciality of road and bridge engineering is the popular speciality that Colleges of Engineering is offered, because teaching process needs explain numerous works and works internal structure, and the mode that teacher generally adopts diagram or video plays to student viewing, go out to view and emulate the limited opportunities of material object, thus causing student that engineering structure body does not have deep sense organ recognize, the understanding of engineering knowledge is in fringe simultaneously。And rectangle gutter is an important feature thing in the speciality of road and bridge engineering, gutter is the flowing water for collecting and discharge road surface, roadbed, curb and side slope, the gutter arranged in roadbed both sides, gutter is arranged at excavation location and the depth of fill embankment section less than side slot depth, cross section is generally rectangular cross-section, becomes rectangle gutter；Therefore teaching one line carrys out aided education in the urgent need to a collection of engineering structure object model, promotes student that engineering structure entity is had more deep understanding, it is also possible to copying rendering architecture thing diagram, Students ' Major technical ability of improving the quality of teaching, increase all is very helpful by this。
Utility model content
This utility model is solved the technical problem that to be in that to provide a kind of teaching rectangle gutter model, to solve the shortcoming in above-mentioned background technology。
This utility model is solved the technical problem that and is realized by the following technical solutions:
Teaching rectangle gutter model, including interior gutter, the granular cushion of laying bricks, wherein, granular cushion is groove structure, and is provided with interior gutter of laying bricks in groove structure, is provided with the through hole for installing water-permeable pipe bottom groove structure simultaneously；Additionally, lay bricks, interior gutter, granular cushion bond as a whole by hard rubber。
In this utility model, the column recesses structure that granular cushion is two sides side wall and a base plate is spliced, and the cross section of column recesses structure is rectangle；Side wall is of a size of 12cm × 6cm × 20cm, and base plate size is 24cm × 6cm × 20cm。
In this utility model, the column recesses structure that interior gutter of laying bricks is two sides side wall and a base plate is spliced, and the cross section of column recesses structure is rectangle；Side wall is of a size of 8cm × 3cm × 20cm, and base plate size is 10cm × 3cm × 20cm。
In this utility model, interior gutter of laying bricks, granular cushion are that hard white resin is made。
In this utility model, water-permeable pipe is flexible plastic pipe, and diameter is 1cm。
In this utility model, model is with engineering abutment on the spot for sample, it is made according to 1:66 proportional sizes, it is possible to cognitive and construction, " road and bridge detection " course the abutment quality testing of abutment for the works drafting imitation of " Road Engineering Drafting " course, " Bridge Construction " course is given lessons。
Beneficial effect: this utility model is with engineering abutment on the spot for sample, it is made according to 1:66 proportional sizes, may be used for the drafting imitation of the works of " Road Engineering Drafting " course, cognitive and construction, " road and bridge detection " course the abutment quality testing of abutment of " Bridge Construction " course is given lessons, and can be effectively improved quality of instruction, growth Students ' Major technical ability；And practicality is good, the teaching being widely used in road professional with bridge is given lessons。
Accompanying drawing explanation
Fig. 1 is the band filling effect front view of preferred embodiment of the present utility model。
Fig. 2 is the front view of preferred embodiment of the present utility model。
Master drawing is filled on the interior gutter surface of laying bricks that Fig. 3 is in preferred embodiment of the present utility model。
Fig. 4 is that master drawing is filled on the graded broken stone surface in preferred embodiment of the present utility model。
Detailed description of the invention
For the technological means making this utility model realize, creation characteristic, reach purpose and effect and be easy to understand, below in conjunction with being specifically illustrating, this utility model is expanded on further。
Teaching rectangle gutter model referring to Fig. 1～Fig. 4, including interior gutter 1, granular cushion 2 and the water-permeable pipe 3 of laying bricks, wherein, granular cushion 2 is groove structure, and in groove structure, it is provided with interior gutter 1 of laying bricks, bottom groove structure, it is provided with water-permeable pipe 3 simultaneously；Additionally, lay bricks, interior gutter 1, granular cushion 2 bond as a whole by hard rubber shown in Fig. 1。
In the present embodiment, the column recesses structure that granular cushion 2 is two sides side wall and a base plate is spliced, and the cross section of column recesses structure is rectangle；Side wall is of a size of 12cm × 6cm × 20cm, and base plate size is 24cm × 6cm × 20cm, and material is hard white resin。
In the present embodiment, the column recesses structure that interior gutter of laying bricks is two sides side wall and a base plate is spliced, and the cross section of column recesses structure is rectangle；Side wall is of a size of 8cm × 3cm × 20cm, and base plate size is 10cm × 3cm × 20cm, and material is hard white resin。
In the present embodiment, water-permeable pipe 3 is flexible plastic pipe, and diameter is 1cm。
In the present embodiment, interior gutter 1 surface of laying bricks adopts pattern (Fig. 3) of laying bricks to fill, and granular cushion 2 adopts graded broken stone pattern (Fig. 4) to fill。
Of the present utility model ultimate principle and principal character and of the present utility model advantage have more than been shown and described。Skilled person will appreciate that of the industry; this utility model is not restricted to the described embodiments; described in above-described embodiment and description is that principle of the present utility model is described; under the premise without departing from this utility model spirit and scope; this utility model also has various changes and modifications, and these changes and improvements both fall within the scope of claimed this utility model。This utility model claims scope and is defined by appending claims and equivalent thereof。
Claims (5)
1. teaching rectangle gutter model, including interior gutter, the granular cushion of laying bricks, it is characterised in that granular cushion is groove structure, and is provided with interior gutter of laying bricks in groove structure, is provided with the through hole for installing water-permeable pipe bottom groove structure simultaneously；Additionally, lay bricks, interior gutter, granular cushion bond as a whole by hard rubber。
2. teaching rectangle gutter model according to claim 1, it is characterised in that the column recesses structure that granular cushion is two sides side wall and a base plate is spliced, and the cross section of column recesses structure is rectangle；Side wall is of a size of 12cm × 6cm × 20cm, and base plate size is 24cm × 6cm × 20cm。
3. teaching rectangle gutter model according to claim 1, it is characterised in that the column recesses structure that interior gutter of laying bricks is two sides side wall and a base plate is spliced, and the cross section of column recesses structure is rectangle；Side wall is of a size of 8cm × 3cm × 20cm, and base plate size is 10cm × 3cm × 20cm。
4. teaching rectangle gutter model according to claim 1, it is characterised in that interior gutter of laying bricks, granular cushion are that hard white resin is made。
5. teaching rectangle gutter model according to claim 1, it is characterised in that water-permeable pipe is flexible plastic pipe, and diameter is 1cm。
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201521104057.2U CN205334848U (en) | 2015-12-25 | 2015-12-25 | Teaching is with rectangle side ditch model |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201521104057.2U CN205334848U (en) | 2015-12-25 | 2015-12-25 | Teaching is with rectangle side ditch model |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205334848U true CN205334848U (en) | 2016-06-22 |
Family
ID=56313050
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201521104057.2U Expired - Fee Related CN205334848U (en) | 2015-12-25 | 2015-12-25 | Teaching is with rectangle side ditch model |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205334848U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106057064A (en) * | 2016-08-15 | 2016-10-26 | 江苏建筑职业技术学院 | Rigid plate ground structure model and manufacturing method |
| CN113096515A (en) * | 2021-03-31 | 2021-07-09 | 江西交通职业技术学院 | Adjustable sand table simulation device |
-
2015
- 2015-12-25 CN CN201521104057.2U patent/CN205334848U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106057064A (en) * | 2016-08-15 | 2016-10-26 | 江苏建筑职业技术学院 | Rigid plate ground structure model and manufacturing method |
| CN113096515A (en) * | 2021-03-31 | 2021-07-09 | 江西交通职业技术学院 | Adjustable sand table simulation device |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN205334848U (en) | Teaching is with rectangle side ditch model | |
| CN205334849U (en) | Teaching is with asphalt concrete road surface structure model | |
| CN103439237B (en) | Blocking test device and method for water-permeable concrete pile in piping soil foundation | |
| CN102518421B (en) | Physical simulation visualization experimental device and forming method thereof | |
| CN104358552B (en) | A kind of visualization plane sandpack column for oil displacement experiment | |
| CN108776095B (en) | Device and method for measuring sponge infiltration rate for construction of sponge urban green land | |
| CN109839491A (en) | A kind of recharge ground water analogue experiment method | |
| CN110231115A (en) | Simulate the device and method of plastic zone of surrounding rock development and liquid liner structure mechanical response under different supporting power | |
| CN203414389U (en) | Test device for permeable coagulation pile plugging in piping soil foundation | |
| CN103993876B (en) | A kind of method evaluating slow swollen granule oil reservoir conformability | |
| CN206891923U (en) | A kind of pavement seepage instrument | |
| CN212159515U (en) | Asphalt adhesion testing device for highway construction | |
| CN203200795U (en) | Waterproof structure for post-cast strip | |
| CN105547960A (en) | Transparent sand-based visualized simulation test method for foundation pit dewatering groundwater seepage | |
| Chen et al. | Innovative approach for pavement runoff characterization | |
| Press Jr | Determining the minimum number of single-ring infiltration tests required to reliably predict performance of a rain garden | |
| CN209227322U (en) | A kind of permeable pavement structure for residential quarters | |
| CN207650074U (en) | Self-action asphalt infiltration device | |
| Fernández-Barrera et al. | Infiltration capacity assessment of urban pavements using the LCS permeameter and the CP infiltrometer | |
| CN205455030U (en) | Afforestation water storage device | |
| CN201307363Y (en) | Local and regional groundwater seepage demonstrator | |
| Weber et al. | Swisskarst project (NRP61): towards a pragmatic simulation of karst spring discharge with conceptual semi-distributed model. The Flims case study (Eastern Swiss Alps) | |
| CN205334858U (en) | Teaching is with U type abutment model | |
| Shin et al. | Development of a verification and certification method of green infrastructure and low impact development technologies | |
| CN206828998U (en) | A kind of road surface warning pile device |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20160622 Termination date: 20161225 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |