CN204461782U - Plug-in type restructural terrain generalization proving installation - Google Patents

Abstract

The utility model provides a kind of plug-in type restructural terrain generalization proving installation, comprising: stationary platform (1), test body (2) and location grafting body (3); M capable n row test body (2) are set altogether inside rectangular mounting bracket, limit test body (2) by mounting bracket and tilt in the horizontal direction; For n the test body (2) that any a line is arranged, use location grafting body (3) successively through fixed orifice and the pilot hole H2 of pilot hole H1, n test body (2), the n of this row test body (2) is locked, and then restriction test body (2) is moved in the vertical direction.For a kind of easy, sizing and adjustable flexibly plug-in type restructural terrain generalization proving installation, there is fixing test index, intelligence can be quantized and to advance the comprehensive ability to act of body; And, can according to actual testing requirement, adjustment testing apparatus is advanced to intelligence the testing complex difficulty of body ability to act flexibly, meets the testing requirement of body ability to act of advancing to intelligence.

Description

Plug-in type restructural terrain generalization proving installation

Technical field

The utility model belongs to intelligence and to advance body technical field of measurement and test, is specifically related to a kind of plug-in type restructural terrain generalization proving installation.

Background technology

Disaster is searched and rescued class intelligence and to be advanced body, be a kind of towards earthquake disaster application, can move in gap, ruins with detection and can implement the survivor in ruins to assist the intelligence of rescuing to advance system, become current popular research topic.Work out efficient disaster to search and rescue class intelligence and to advance body, and make it extensively apply in Post disaster relief work, the fortuitous casualty in manpower and materials input, minimizing rescue work can be reduced, and improve rescue efficiency and success ratio, raising mankind itself is resisted to the process tool significance of disaster ability.

Search and rescue class intelligence for disaster to advance the research of body, one of problem that emphasis need solve is: how to improve intelligence and to advance the locomitivity of body, can adapt to the topographic condition of various complexity, such as, and ruins, mud ground, sand ground, step, abrupt slope or trench etc.Therefore, advance in the research process of body in intelligence, need Reusability proving installation to test the advance performance of body of intelligence.

In prior art, when body of advancing to intelligence carries out roughness pavement test, the simulation of one of two kinds of modes below main employing roughness pavement: the building materialss such as differing heights fragment of brick, timber are laid on road surface by (1), thus an interim structure roughness pavement; (2) excavate the small-sized gully of different depth on earth road surface, reach the effect of simulation roughness pavement.

The subject matter that aforesaid way exists is: (1), for the mode of building simulation roughness pavement temporarily, because barrier connectivity is poor, simulates the roughness pavement weak effects such as ruins.(2) for the mode excavated on earth road surface, on the one hand, difficulty of construction is large; On the other hand, there is the problem that should not safeguard and transform.(3) proving installation of sizing cannot be become, test index on-fixed, intelligence cannot be quantized and to advance the comprehensive ability to act of body.

Utility model content

For the defect that prior art exists, the utility model provides a kind of plug-in type restructural terrain generalization proving installation, can effectively solve the problem.

The technical solution adopted in the utility model is as follows:

The utility model provides a kind of plug-in type restructural terrain generalization proving installation, comprising: stationary platform (1), test body (2) and location grafting body (3);

Described stationary platform (1) comprises base for supporting (1-1), left fixed head (1-2), right fixed head (1-3), front apron (1-4) and backboard (1-5); Described left fixed head (1-2) and described right fixed head (1-3) are symmetricly set in the left and right sides of described base for supporting (1-1), and described front apron (1-4) and described backboard (1-5) are symmetricly set in the both sides, front and back of described base for supporting (1-1); Described left fixed head (1-2), described front apron (1-4), described right fixed head (1-3) and described backboard (1-5) surround closed rectangular mounting bracket;

The cross section of described test body (2) is rectangle, arranges the capable n of m altogether and arrange m*n described test body (2) altogether inside described rectangular mounting bracket; M*n test body (2) close contact under the spacing clamping action of described left fixed head (1-2), described front apron (1-4), described right fixed head (1-3) and described backboard (1-5), and then limit described test body (2) and tilt in the horizontal direction; Wherein, m and n is natural number;

In addition, m pilot hole offered by described left fixed head (1-2) and described right fixed head (1-3) along its length symmetry, corresponding a line test body (2) of each pilot hole; Each described test body (2) offers multiple fixed orifice at axial differing heights, the described external diameter of location grafting body (3) and the internal diameter of described pilot hole and, all mate identical with the internal diameter of described fixed orifice;

For n the test body (2) that any a line is arranged, upper for described left fixed head (1-2) pilot hole corresponding with this row is designated as pilot hole H1, upper for described right fixed head (1-3) pilot hole corresponding with this row is designated as pilot hole H2, then: the height adjusting this row n test body (2), each test body (2) is made all to there is the fixed orifice being positioned at sustained height with pilot hole H1 and pilot hole H2; Then, use a described location grafting body (3) successively through fixed orifice and the pilot hole H2 of pilot hole H1, n test body (2), the n of this row test body (2) is locked, and then limits described test body (2) and move in the vertical direction.

Preferably, described rectangle is square or rectangular.

Preferably, described left fixed head (1-2) and described right fixed head (1-3) symmetry offer the capable m row of p p*m pilot hole altogether; Adjacent positioned hole is d1 in the center pit distance of column direction;

Described test body (2) is d2 in the center pit distance of the adjacent fixation holes axially offered;

Then: d1 >=d2.

Preferably, for n the test body (2) that any a line is arranged, the quantity of the upper pilot hole corresponding with this row of described left fixed head (1-2) is p, and the quantity of the upper pilot hole corresponding with this row of described right fixed head (1-3) is also p; Then:

Then: the height adjusting this row n test body (2), make each test body (2) all there is w fixed orifice, w corresponding with on described left fixed head (1-2) and described right fixed head (1-3) respectively fixed hole position is in sustained height; Then: use w described location grafting body (3), make each described location grafting body (3) successively through the fixed orifice and the pilot hole that are positioned at sustained height, thus the n of this row test body (2) is locked, and then limits described test body (2) and move in the vertical direction; Wherein, w is natural number, w >=2.

The plug-in type restructural terrain generalization proving installation that the utility model provides, has the following advantages:

(1) by combination after test body carry out horizontal direction and vertical direction spacing, effectively reach the fixation to test body, improve the switching performance of test body, prevent when body of advancing to intelligence is tested, test body is shifted, this improves the analog capability to roughness pavement;

(2) change original proving installation temporarily built, be a kind of easy, sizing and adjustable flexibly plug-in type restructural terrain generalization proving installation, there is fixing test index, intelligence can be quantized and to advance the comprehensive ability to act of body; And, can according to actual testing requirement, adjustment testing apparatus is advanced to intelligence the testing complex difficulty of body ability to act flexibly, meets the testing requirement of body ability to act of advancing to intelligence.

Accompanying drawing explanation

Schematic diagram after the plug-in type restructural terrain generalization proving installation overall package that Fig. 1 provides for the utility model;

Fig. 2 is the schematic perspective view of stationary platform;

Fig. 3 is the perspective view of test body;

Fig. 4 is the diagrammatic cross-section of test body;

Fig. 5 is the left and right side schematic diagram of test body;

Fig. 6 is the front and back sides schematic diagram of test body;

Fig. 7 is the pitching view of test body;

Fig. 8 is the schematic perspective view of location grafting body 3;

Fig. 9 is the design sketch of imitating shell pit type roughness pavement;

Figure 10 is the design sketch of simulation road ditch type roughness pavement;

Figure 11 is the design sketch of dummy level trench type roughness pavement;

Figure 12 is the design sketch of simulation stepped ramp type roughness pavement;

Figure 13 is the design sketch after the combination of polytype roughness pavement.

Embodiment

Below in conjunction with accompanying drawing, the utility model is described in detail:

The utility model provides a kind of plug-in type restructural terrain generalization proving installation, wherein, intelligence advance body both can be disaster search and rescue class robot, also can be other smart machines, such as, Che Mo etc., for carrying out performance test to car mould, the utility model does not limit the advance particular type of body of intelligence.As shown in Figure 1, be the schematic diagram after plug-in type restructural terrain generalization proving installation overall package; Comprise: stationary platform 1, test body 2 and location grafting body 3;

As shown in Figure 2, be the schematic perspective view of stationary platform, stationary platform 1 comprises base for supporting 1-1, left fixed head 1-2, right fixed head 1-3, front apron 1-4 and backboard 1-5; Left fixed head 1-2 and right fixed head 1-3 is symmetricly set in the left and right sides of base for supporting 1-1, and front apron 1-4 and backboard 1-5 is symmetricly set in the both sides, front and back of base for supporting 1-1; Left fixed head 1-2, front apron 1-4, right fixed head 1-3 and backboard 1-5 surround closed rectangular mounting bracket;

As shown in Figure 3, be the perspective view of test body; As shown in Figure 4, be the diagrammatic cross-section of test body; As shown in Figure 5, be the left and right side schematic diagram of test body; As shown in Figure 6, be the front and back sides schematic diagram of test body; As shown in Figure 7, be the pitching view of test body; Visible, the cross section of test body 2 is rectangle;

The capable n row of m m*n test body 2 is altogether set altogether inside rectangular mounting bracket; M*n test body 2 close contact under the spacing clamping action of left fixed head 1-2, front apron 1-4, right fixed head 1-3 and backboard 1-5, and then restriction test body 2 tilts in the horizontal direction; Wherein, m and n is natural number;

Such as, suppose that the cross section of test body 2 is rectangle, long is a, and wide is b; The spacing of described left fixed head (1-2) and described right fixed head (1-3) inner side is L1, and the length of described left fixed head (1-2) or described right fixed head (1-3) is L2; Then: n=L1/a; M=L2/b.

By above-mentioned method to set up, the cross section of test body 2 adopts rectangle, and, test body 2 is closely arranged at rectangular mounting bracket inside, the side of adjacent test body can be made to contact completely, on in horizontal, between adjacent test body, there is not gap, prevent from causing because of gap the unnecessary interference of body examination examination that intelligence advanced.In addition, adopt above-mentioned mount scheme, can avoid when advancing body examination examination to intelligence, moving in test body occurred level direction, improves the switching performance of proving installation, simulation roughness pavement more true to nature.

In addition, left fixed head 1-2 and right fixed head 1-3 along its length symmetry offers m pilot hole, the corresponding a line test body 2 of each pilot hole; Each test body 2 offers multiple fixed orifice at axial differing heights, and as shown in Figure 3, namely 2-1 represents the fixed orifice that test body is offered, and in figure 3, offers 5 fixed orifices altogether; The external diameter of location grafting body 3 and the internal diameter of pilot hole and, all mate identical with the internal diameter of fixed orifice; As shown in Figure 8, be the schematic perspective view of location grafting body 3;

Then: n the test body 2 that any a line is arranged, the pilot hole corresponding with this row on left fixed head 1-2 is designated as pilot hole H1, the pilot hole corresponding with this row on right fixed head 1-3 is designated as pilot hole H2, then: the height adjusting this row n test body 2, each test body 2 is made all to there is the fixed orifice being positioned at sustained height with pilot hole H1 and pilot hole H2; Then, use one to locate grafting body 3 successively through fixed orifice and the pilot hole H2 of pilot hole H1, n test body 2, the n of this row test body 2 is locked, and then restriction test body 2 moves in the vertical direction.

In the utility model, rectangle both can be square, also can be rectangle.

In addition, in actual applications, for strengthening the effect of restriction test body 2 movement in the vertical direction, many can be adopted to locate grafting bodies 3, the test body of often going is fixed.With reference to figure 1, for the test body of every a line, be locked by two location grafting bodies.

Concrete, left fixed head 1-2 and right fixed head 1-3 symmetry offer the capable m row of p p*m pilot hole altogether; Adjacent positioned hole is d1 in the center pit distance of column direction; Test body 2 is d2 in the center pit distance of the adjacent fixation holes axially offered; Then: d1 >=d2.Meet this kind of condition, the height of test body can be adjusted more flexibly, meet the demand of energy complex road surface simulation.

For n the test body 2 that any a line is arranged, the quantity of pilot hole corresponding with this row on left fixed head 1-2 is p, and the quantity of pilot hole corresponding with this row on right fixed head 1-3 is also p; Then: the height adjusting this row n test body 2, make each test body 2 all there is w fixed orifice, w corresponding with on left fixed head 1-2 and right fixed head 1-3 respectively fixed hole position is in sustained height; Then: use w location grafting body 3, make each location grafting body 3 successively through the fixed orifice and the pilot hole that are positioned at sustained height, thus the n of this row test body 2 is locked, and then restriction test body 2 moves in the vertical direction; Wherein, w is natural number, w >=2.

In the utility model, by the flexible adjustment to various test body height, and, by the flexible adjustment of the test body height to different rows, the situation of various complex road surface can be simulated, provide test the intelligent device of body at roughness pavement ability to act of advancing.Such as, as shown in Figure 9, be the design sketch of imitating shell pit type roughness pavement; As shown in Figure 10, be the design sketch of simulation road ditch type roughness pavement; As shown in figure 11, be the design sketch of dummy level trench type roughness pavement; As shown in figure 12, be the design sketch of simulation stepped ramp type roughness pavement; As shown in figure 13, be the design sketch after the combination of polytype roughness pavement.Certainly, according to the actual requirements, flexible combination can go out all kinds of complex road surface, Fig. 9-Figure 13 is only concrete example.

The plug-in type restructural terrain generalization proving installation that the utility model provides, has the following advantages:

(1) by combination after test body carry out horizontal direction and vertical direction spacing, effectively reach the fixation to test body, improve the switching performance of test body, prevent when body of advancing to intelligence is tested, test body is shifted, this improves the analog capability to roughness pavement;

(2) change original proving installation temporarily built, be a kind of easy, sizing and adjustable flexibly plug-in type restructural terrain generalization proving installation, there is fixing test index, intelligence can be quantized and to advance the comprehensive ability to act of body; And, can according to actual testing requirement, adjustment testing apparatus is advanced to intelligence the testing complex difficulty of body ability to act flexibly, meets the testing requirement of body ability to act of advancing to intelligence.

The above is only preferred implementation of the present utility model; it should be pointed out that for those skilled in the art, under the prerequisite not departing from the utility model principle; can also make some improvements and modifications, these improvements and modifications also should look protection domain of the present utility model.

Claims (4)

1. a plug-in type restructural terrain generalization proving installation, is characterized in that, comprising: stationary platform (1), test body (2) and location grafting body (3);

Described stationary platform (1) comprises base for supporting (1-1), left fixed head (1-2), right fixed head (1-3), front apron (1-4) and backboard (1-5); Described left fixed head (1-2) and described right fixed head (1-3) are symmetricly set in the left and right sides of described base for supporting (1-1), and described front apron (1-4) and described backboard (1-5) are symmetricly set in the both sides, front and back of described base for supporting (1-1); Described left fixed head (1-2), described front apron (1-4), described right fixed head (1-3) and described backboard (1-5) surround closed rectangular mounting bracket;

The cross section of described test body (2) is rectangle, arranges the capable n of m altogether and arrange m*n described test body (2) altogether inside described rectangular mounting bracket; M*n test body (2) close contact under the spacing clamping action of described left fixed head (1-2), described front apron (1-4), described right fixed head (1-3) and described backboard (1-5), and then limit described test body (2) and tilt in the horizontal direction; Wherein, m and n is natural number;

In addition, m pilot hole offered by described left fixed head (1-2) and described right fixed head (1-3) along its length symmetry, corresponding a line test body (2) of each pilot hole; Each described test body (2) offers multiple fixed orifice at axial differing heights, the described external diameter of location grafting body (3) and the internal diameter of described pilot hole and, all mate identical with the internal diameter of described fixed orifice;

For n the test body (2) that any a line is arranged, upper for described left fixed head (1-2) pilot hole corresponding with this row is designated as pilot hole H1, upper for described right fixed head (1-3) pilot hole corresponding with this row is designated as pilot hole H2, then: the height adjusting this row n test body (2), each test body (2) is made all to there is the fixed orifice being positioned at sustained height with pilot hole H1 and pilot hole H2; Then, use a described location grafting body (3) successively through fixed orifice and the pilot hole H2 of pilot hole H1, n test body (2), the n of this row test body (2) is locked, and then limits described test body (2) and move in the vertical direction.

2. plug-in type restructural terrain generalization proving installation according to claim 1, it is characterized in that, described rectangle is square or rectangular.

3. plug-in type restructural terrain generalization proving installation according to claim 1, is characterized in that, described left fixed head (1-2) and described right fixed head (1-3) symmetry offer the capable m row of p p*m pilot hole altogether; Adjacent positioned hole is d1 in the center pit distance of column direction;

Described test body (2) is d2 in the center pit distance of the adjacent fixation holes axially offered;

Then: d1 >=d2.

4. plug-in type restructural terrain generalization proving installation according to claim 3, it is characterized in that, for n the test body (2) that any a line is arranged, the quantity of the upper pilot hole corresponding with this row of described left fixed head (1-2) is p, and the quantity of the upper pilot hole corresponding with this row of described right fixed head (1-3) is also p; Then:

Then: the height adjusting this row n test body (2), make each test body (2) all there is w fixed orifice, w corresponding with on described left fixed head (1-2) and described right fixed head (1-3) respectively fixed hole position is in sustained height; Then: use w described location grafting body (3), make each described location grafting body (3) successively through the fixed orifice and the pilot hole that are positioned at sustained height, thus the n of this row test body (2) is locked, and then limits described test body (2) and move in the vertical direction; Wherein, w is natural number, w >=2.