CN101013531A - Method for preparing landform of model and apparatus thereof - Google Patents
Method for preparing landform of model and apparatus thereof Download PDFInfo
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- CN101013531A CN101013531A CN 200710051484 CN200710051484A CN101013531A CN 101013531 A CN101013531 A CN 101013531A CN 200710051484 CN200710051484 CN 200710051484 CN 200710051484 A CN200710051484 A CN 200710051484A CN 101013531 A CN101013531 A CN 101013531A
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Abstract
The invention involves a method and device to produce terrain. It's a production model of the terrain, whose features are: metal bridge is placed in a model of a section, the section elevation point is presented in X, Y coordinates and there are at least two measurement cars on the metal bridge, measurement car can move along the X-axis, the height measurement device can be installed in the measure car, the standard scale is installed in the height measurement device; there is a positioning needle at the foot of the standard scale. When the measurement car moves, the needle precisely moves along the X axis. Set the needle of each measurement car against the X-axis of the section, and the needle of the standard scale in the Y-axis height. The height of the section on X axis can be determined, and then line up all the height point of the needles with cement mortar or strip sheet to complete the produce of the terrain section. The method and device can reduce the production of the model project, but also could save the template material to produce model.
Description
Technical field
The invention belongs to the modelling technical field, particularly a kind of method and device thereof that is used to make landform.
Background technology
At present, landform in the two kinds of method analogue formations experiment commonly used of domestic universities and colleges and R﹠D institution: the first marks each spot elevation of certain section on clamping plate, again each spot elevation is coupled together, cut out the section landform template that spot elevation couples together, again with the spot elevation on the spirit-leveling instrument school card clamping plate, and be installed in the model; It two is certain section in model, inserts each spot elevation with little timber, measures each spot elevation of the little timber of this section again with spirit-leveling instrument.These two kinds of methods, the former expects that the model operating period is short, easily causes model to leak at the expense that saves time; Latter's material-saving is time-consuming, and model accuracy is difficult to guarantee.
Summary of the invention
At above-mentioned the deficiencies in the prior art, the method and the device thereof of a kind of analogue formation mesorelief that the object of the present invention is to provide, this method and device thereof can shorten the duration of analogue formation, can also save the mould material of analogue formation simultaneously.
For achieving the above object, technical scheme of the present invention is to realize in the following manner: a kind of method of analogue formation mesorelief, it is characterized in that: after metal bridge is placed in the model section, spot elevation X on the section, the Y coordinate system is represented, transverse axis is an X-axis, vertical pivot is a Y-axis, at least be provided with 2 measurement cars on the metal bridge, measuring car can move along X-direction, measure the altimeter that can measure Terrain Elevation is installed on the car, gauge is installed on the altimeter, pilot pin is established in the gauge lower end, and pilot pin is just in time travelled on the X-axis of section when measuring car and moving, and each is measured pilot pin on car aim at spot elevation on this section X-axis, regulate altimeter again, make pilot pin on the gauge touch spot elevation in Y-axis; Can determine the particular location of each spot elevation on this section X-axis thus, the spot elevation with each pilot pin couples together each spot elevation with sand-cement slurry or bar shaped sheet material by straight line again, has just finished the landform of this section and has made.
A kind of device of realizing said method is characterized in that: it comprises metal bridge 1, measures car 3, altimeter 4, gauge 7, pilot pin 9; Metal bridge 1 is made up of two bridge plates that be arranged in parallel, fixed connecting piece, track 2, support bridge pier 10, bridge plate is that section is the aluminium alloy extrusions of rectangle, connect by fixed connecting piece respectively between the both ends of two bridge plates, what be provided with 2, two bridge plates of track above two bridge plates followingly is provided with 2 support bridge piers 10 at least; The trundle of measuring car 3 is positioned on the track 2, is furnished with 2 measurement cars on the track 2 at least, and each measures car 3 fixedly connected altimeters 4, and gauge 7 passes the vertical through hole of altimeter 4 and fastening by the adjusting turn-knob 6 of altimeter 4; The lower end of gauge 7 is passed and is measured car 3, and is positioned under two bridge plates from passing between two bridge plates of metal bridge 1, and the lower end of gauge 7 is provided with pilot pin 9.
Measure car and comprise car flat board, trundle 3.1, decide that car rolls, the X coordinate is specified pin 3.5, the both sides of car flat board are respectively equipped with trundle 3.1, the fixedly connected X coordinate appointment in a side of car flat board pin 3.5, and the car flat board is provided with the gauge hole; Deciding car rolls by deciding car and rolls skin 3.2, decides car and roll fixture 3.3, decide that car rolls handle 3.4, cross bar constitutes, deciding the lower end that car rolls fixture 3.3 fixedlys connected with the car flat board, decide the upper end that car rolls fixture 3.3 and be provided with groove, cross bar is positioned at groove, deciding the lower end that car rolls handle 3.4 fixedlys connected with cross bar, the two ends of cross bar are respectively equipped with decides car and rolls skin 3.2, decides car and rolls the top that skin 3.2 is positioned at trundle 3.1.
Described support bridge pier 10 by bridge pier regulate turn-knob 11, go up strut, lower supporting rod is formed, is provided with the lower supporting rod hole in the bottom of last strut, the top of lower supporting rod is inserted in the lower supporting rod hole of last strut and is fastening by the adjusting of the bridge pier on last strut turn-knob 11.
Described altimeter 4 is provided with the gauge viewport, and the altimeter 4 at gauge viewport place is provided with rule 5.
Last plane, the limit, two sides of two bridge plates of described metal bridge 1 all indicate a millimeter rule.
Method of the present invention and device thereof can be saved on clamping plate the time of each spot elevation of certain section of mark, and therefore the also section landform template on the cutting clamping plate has again shortened duration of analogue formation, can also save the mould material of analogue formation simultaneously.
Description of drawings
Fig. 1 is an apparatus structure synoptic diagram of realizing the inventive method;
Fig. 2 is a left view of measuring car among Fig. 1;
Fig. 3 is an altimeter structural representation of realizing the inventive method;
Among Fig. 1: 1---metal bridge; 2---track; 3---measure car; 4---altimeter; 6---regulate turn-knob; 7---gauge; 9---pilot pin; 10---support bridge pier; 11---bridge pier is regulated turn-knob.
Among Fig. 2: 3.1---trundle; 3.2---decide car and roll skin; 3.3---decide car and roll fixture; 3.4---decide car and roll handle; 3.5---the X coordinate is specified pin.
Among Fig. 3: 5---rule; 8---the altimeter fixed orifice.
Embodiment
Below in conjunction with Figure of description and embodiment the present invention is further described:
Embodiment 1:
A kind of method of analogue formation mesorelief, metallic is made after metal bridge is placed in the model section, spot elevation X on the section, the Y coordinate system is represented, transverse axis is an X-axis, vertical pivot is a Y-axis, at least be provided with 2 measurement cars on the metal bridge, measuring car can move along X-direction, measure the altimeter that can measure Terrain Elevation is installed on the car, gauge is installed on the altimeter, and pilot pin is established in the gauge lower end, pilot pin was just in time travelled on the X-axis of section when the measurement car moved, each is measured pilot pin on car aim at spot elevation on this section X-axis, regulate altimeter again, make pilot pin on the gauge touch spot elevation in Y-axis; Can determine the particular location of each spot elevation on this section X-axis thus, the spot elevation with each pilot pin couples together each spot elevation with sand-cement slurry or bar shaped sheet material by straight line again, has just finished the landform of this section and has made.
As Fig. 1, Fig. 2, shown in Figure 3, a kind of device of realizing said method, it comprises metal bridge 1, measurement car 3, altimeter 4 (or claiming limnimeter), gauge 7, pilot pin 9; Metal bridge 1 is made up of two bridge plates that be arranged in parallel, fixed connecting piece, track 2, support bridge pier 10, bridge plate is that section is the aluminium alloy extrusions of rectangle (as rectangle), connect by fixed connecting piece (its material is identical with the material of two bridge plates) respectively between the both ends of two bridge plates, be provided with track 2 (its material is identical with the material of two bridge plates) above two bridge plates, two bridge plates following is provided with 2 support bridge piers 10 at least; The trundle of measuring car 3 is positioned on the track 2, at least be furnished with 2 measurement cars on the track 2, each measures car 3 fixedly connected altimeters 4 (passing altimeter fixed orifice 8 by screw fixedlys connected with measurement car 3), and gauge 7 passes the vertical through hole of altimeter 4 and by the adjusting turn-knob 6 fastening (scalable pilot pin 9 moves up and down along the Y coordinate axis) of altimeter 4; The lower end of gauge 7 is passed and is measured car 3 (the car flat board of measuring car 3 is provided with the gauge hole, and gauge 7 passes the gauge hole of measuring car 3), and is positioned under two bridge plates from passing between two bridge plates of metal bridge 1, and the lower end of gauge 7 is provided with pilot pin 9.
Measure car and comprise car flat board, trundle 3.1, decide that car rolls, the X coordinate is specified pin 3.5, the both sides of car flat board are respectively equipped with trundle 3.1, the fixedly connected X coordinate appointment in a side of car flat board pin 3.5, and the car flat board is provided with the gauge hole; Deciding car rolls by deciding car and rolls skin 3.2, decides car and roll fixture 3.3, decide that car rolls handle 3.4, cross bar constitutes, deciding the lower end that car rolls fixture 3.3 fixedlys connected with the car flat board, decide the upper end that car rolls fixture 3.3 and be provided with groove, cross bar is positioned at groove, deciding the lower end that car rolls handle 3.4 fixedlys connected with cross bar, the two ends of cross bar are respectively equipped with decides car and rolls skin 3.2, decides car and rolls the top that skin 3.2 is positioned at trundle 3.1.Hand is down decided car and is rolled handle 3.4, and the cross bar band and decided car and roll skin 3.2 and move down trundle 3.1 is stopped." X coordinate specify pin " is to be placed in the metal fine needle of measuring on the car, and the metal fine needle is parallel with pilot pin and specify in all the time on the rule of metal bridge.
Described support bridge pier 10 by bridge pier regulate turn-knob 11, go up strut, lower supporting rod is formed, is provided with the lower supporting rod hole in the bottom of last strut, the top of lower supporting rod is inserted in the lower supporting rod hole of last strut and is fastening by the adjusting of the bridge pier on last strut turn-knob 11.(support bridge pier 10 and fixedlyed connected with bridge plate by bolt, supporting bridge pier 10 is telescopic adjustable structure, not only is convenient to up and down but also be convenient to dismounting).
Described altimeter 4 is provided with the gauge viewport, and the altimeter 4 at gauge viewport place is provided with rule 5.The adjusting turn-knob 6 of altimeter and rule 5, scalable gauge move up and down within the specific limits and reach accuracy requirement.
Last plane, the limit, two sides of two bridge plates of described metal bridge 1 all indicate a millimeter rule.
After X, the Y coordinate points of model mesorelief elevation are given, measure car and can move X coordinate points place along the X coordinate axis, specify pin 3.5 to determine the X coordinate figure by the X coordinate of measuring on the car, roll skin 3.2 and will measure car and be fixed on the metal bridge with the car of deciding of deciding that car rolls, pilot pin on the height up and down instrument again, the summit of pilot pin is specified on the Y coordinate points, determine the spot elevation of model mesorelief thus.
Last plane, the limit, two sides of two bridge plates all indicate a millimeter rule, so that determine the X coordinate points of model mesorelief elevation.
Embodiment 2:
Use the present invention can measure the water surface curve that hydraulic model is tested certain section, metal bridge is moved to the section of measuring water surface curve, the pilot pin of gauge lower end is changed to needle water level gauge, and the needle water level gauge on the height up and down instrument just can be measured the water surface curve that hydraulic model is tested certain section.
Claims (6)
1. the method for an analogue formation mesorelief, it is characterized in that: after metal bridge is placed in the model section, spot elevation X on the section, the Y coordinate system is represented, transverse axis is an X-axis, vertical pivot is a Y-axis, at least be provided with 2 measurement cars on the metal bridge, measuring car can move along X-direction, measure the altimeter that can measure Terrain Elevation is installed on the car, gauge is installed on the altimeter, and pilot pin is established in the gauge lower end, pilot pin was just in time travelled on the X-axis of section when the measurement car moved, each is measured pilot pin on car aim at spot elevation on this section X-axis, regulate altimeter again, make pilot pin on the gauge touch spot elevation in Y-axis; Can determine the particular location of each spot elevation on this section X-axis thus, the spot elevation with each pilot pin couples together each spot elevation with sand-cement slurry or bar shaped sheet material by straight line again, has just finished the landform of this section and has made.
2. device of realizing the described method of claim 1 is characterized in that: it comprises metal bridge (1), measures car (3), altimeter (4), gauge (7), pilot pin (9); Metal bridge (1) is made up of two bridge plates that be arranged in parallel, fixed connecting piece, track (2), support bridge pier (10), bridge plate is that section is the aluminium alloy extrusions of rectangle, connect by fixed connecting piece respectively between the both ends of two bridge plates, be provided with track (2) above two bridge plates, following 2 the support bridge piers (10) that are provided with at least of two bridge plates; The trundle of measuring car (3) is positioned on the track (2), at least be furnished with 2 measurement cars on the track (2), each measures car (3) fixedly connected altimeters (4), and gauge (7) passes the vertical through hole of altimeter (4) and fastening by the adjusting turn-knob (6) of altimeter (4); The lower end of gauge (7) is passed and is measured car (3), and is positioned under two bridge plates from passing between two bridge plates of metal bridge (1), and the lower end of gauge (7) is provided with pilot pin (9).
3. device according to claim 2, it is characterized in that: measure car and comprise car flat board, trundle (3.1), decide that car rolls, X coordinate appointment pin (3.5), the both sides of car flat board are respectively equipped with trundle (3.1), the fixedly connected X coordinate in one side of car flat board is specified pin (3.5), and the car flat board is provided with the gauge hole; Deciding car rolls by deciding car and rolls skin (3.2), decides car and roll fixture (3.3), decide car and roll handle (3.4), cross bar and constitute, deciding the lower end that car rolls fixture (3.3) fixedlys connected with the car flat board, decide the upper end that car rolls fixture (3.3) and be provided with groove, cross bar is positioned at groove, deciding the lower end that car rolls handle (3.4) fixedlys connected with cross bar, the two ends of cross bar are respectively equipped with decides car and rolls skin (3.2), decides car and rolls the top that skin (3.2) is positioned at trundle (3.1).
4. device according to claim 2, it is characterized in that: described support bridge pier (10) is made up of bridge pier adjusting turn-knob (11), last strut, lower supporting rod, be provided with the lower supporting rod hole in the bottom of last strut, the top of lower supporting rod is inserted in the lower supporting rod hole of going up strut and to regulate turn-knob (11) by the bridge pier on the last strut fastening.
5. device according to claim 2 is characterized in that: described altimeter (4) is provided with the gauge viewport, and the altimeter (4) at gauge viewport place is provided with rule (5).
6. device according to claim 2 is characterized in that: last plane, the limit, two sides of two bridge plates of described metal bridge 1 all indicate a millimeter rule.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN200710051484A CN101013531B (en) | 2007-02-05 | 2007-02-05 | Method for preparing landform of model and apparatus thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN200710051484A CN101013531B (en) | 2007-02-05 | 2007-02-05 | Method for preparing landform of model and apparatus thereof |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN101013531A true CN101013531A (en) | 2007-08-08 |
| CN101013531B CN101013531B (en) | 2010-05-19 |
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ID=38701022
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN200710051484A Expired - Fee Related CN101013531B (en) | 2007-02-05 | 2007-02-05 | Method for preparing landform of model and apparatus thereof |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN101013531B (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103195012A (en) * | 2013-04-02 | 2013-07-10 | 清华大学 | Terrain manufacture rack for ecological river channel model |
| CN103898864A (en) * | 2014-04-16 | 2014-07-02 | 石家庄铁道大学 | Assembly type terrain simulation device for hydraulic model test |
| CN113529640A (en) * | 2021-06-25 | 2021-10-22 | 中交天津港湾工程研究院有限公司 | Modeling method for modular splicing type complex terrain |
Family Cites Families (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2389399Y (en) * | 1999-07-20 | 2000-07-26 | 李兵 | Actural ground model making machine |
-
2007
- 2007-02-05 CN CN200710051484A patent/CN101013531B/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103195012A (en) * | 2013-04-02 | 2013-07-10 | 清华大学 | Terrain manufacture rack for ecological river channel model |
| CN103898864A (en) * | 2014-04-16 | 2014-07-02 | 石家庄铁道大学 | Assembly type terrain simulation device for hydraulic model test |
| CN103898864B (en) * | 2014-04-16 | 2015-12-30 | 石家庄铁道大学 | Hydraulic model test pin-connected panel terrain simulation device |
| CN113529640A (en) * | 2021-06-25 | 2021-10-22 | 中交天津港湾工程研究院有限公司 | Modeling method for modular splicing type complex terrain |
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| Publication number | Publication date |
|---|---|
| CN101013531B (en) | 2010-05-19 |
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Granted publication date: 20100519 Termination date: 20110205 |