The liner tube type undisturbed soil soil sample barrel of belt supporting frameTechnical field
The present invention relates to a kind of soil sample barrel, a kind of liner tube type undisturbed soil soil sample barrel of belt supporting frame specifically, this soil sample barrel is used to gather the soil analysis sample of different depth, not being only applicable to scientific research takes a sample with undisturbed soil, also be applicable to the soil test sampling, be applicable to and soil, geotechnological relevant scientific research, teaching and production division.
Background technology
Soil sample barrel is as a kind of collection soil analysis sample, the aid that is used for soil analysis sampling, soil test sampling is used widely by the scientific research relevant with it, teaching and production division, soil sample barrel of the prior art, for example the patent No. is 200410073303.2 formerly patented claim, because its structure is unreasonable, so there are many shortcoming and defect parts, 1., soil sample overcoat press-in device design is unreasonable be in particular in:, a little less than anti-pressure ability, be pressed into and take out difficulty after soil; Although 2. be provided with the horizontal bubble of levelling, there is no horizontal stationary installation, be difficult to realize in actual mechanical process; 3., internal thread drilling rod fixator is connected with the A-frame of support the Fast Installation that is unfavorable for instrument and fixes.
Developed liner tube type vertical compression undisturbed soil soil sample barrel in order to address the above problem the applicant, and applied for patent of invention, number of patent application is 201210403091.4, this soil sample barrel is mainly used in gathering the soil sample of 40cm-60cm left and right, the section larger for the depth ratio that fetches earth fetches earth, as gather scientific research more than 100cm, teaching with undisturbed soil and the soil test soil sample of deep layer more, because manpower is limit, fetch earth more difficult.
Summary of the invention
The present invention seeks to provide a kind of simple and reasonable, easy to operate, time saving and energy saving, it is little that soil sample barrel enters the suffered resistance of soil layer, utilizes screw thread pressurization rotation to press soil sample barrel to enter the liner tube type undisturbed soil soil sample barrel of the soil body, belt supporting frame that soil extracting efficiency is high.
The object of the present invention is achieved like this, this soil sample barrel comprises the soil sample barrel main body, is arranged on the fixed cover on the soil sample barrel main body, be connected to an end on fixed cover with the leading screw of spanner, be sleeved on the leading screw fixator on leading screw, connect the triangle pole on the leading screw fixator, be arranged on triangle pole lower end and the soil sample barrel main body played the disc-shaped base of fixing and position-limiting action.
Described soil sample barrel main body comprises outer soil sample barrel, be arranged on internal lining pipe and the block of outer soil sample barrel inside, described outer soil sample barrel is made of the section of fetching earth, bushing pipe canned paragraph and three parts of block canned paragraph, wherein an end of the close section of fetching earth in the outside of bushing pipe canned paragraph is with an annular protrusion, the upper transition with the centrum shape of the section of fetching earth, the connecting portion of described bushing pipe canned paragraph inside and the section of fetching earth is with a rounding off section, and the outside of described block canned paragraph is with boss and symmetrically arranged two retaining screws of an annular.
Described internal lining pipe is arranged in the bushing pipe canned paragraph of soil sample barrel body interior, withstands on ring-type rounding off section, and the internal diameter of the described mouth that fetches earth is less than the internal diameter of internal lining pipe.
Described fixed cover is made of with connection leading screw end on being connected the fixed cover main body the fixed cover main body, wherein is symmetrily processed with the gap of two shapes in T shape on the fixed cover main body, matches with two symmetrical retaining screws of block canned paragraph outside.Connect on the leading screw end with being connected and fixed the hole.
After ground floor soil takes out, in the time of need to getting the second layer soil below ground floor, by the triangle pole of support leading screw fixator is changed into shorter triangle pole, the soil sample barrel main body changes the soil sample barrel that the fixed cover external diameter is equal to or less than soil sample barrel main body external diameter when getting ground floor soil into and realizes.
The present invention is because the inside in the soil sample barrel main body arranges the plastic inner lining pipe, overcome in prior art soil sample barrel and fallen the soil difficulty, and soil sample can not be near the shortcoming and defect of virgin state, and soil sample barrel is more convenient when fetching earth; Utilize leading screw that soil sample barrel is pressed into the soil body, the outside annular protrusion of the section of fetching earth has reduced soil resistance, overcome when in prior art, soil sample barrel enters the soil body resistance large, the firming effort, soil sample barrel take out from the soil body difficulty shortcoming and defect, have simple and reasonable, time saving and energy saving, the efficient advantages of higher, be and soil, the relevant scientific research of geotechnique, teaching and production division gather pedotheque the first-selection of carrying out the soil sample analysis utensil that fetches earth.
Description of drawings
Fig. 1 is the liner tube type undisturbed soil soil sample barrel perspective view of belt supporting frame.
Fig. 2 is the spatial structure exploded view of each parts of soil sample barrel main body of the present invention.
Fig. 3 is the planar structure exploded view of soil sample barrel main element of the present invention.
Fig. 4 is the local amplification view of soil sample barrel main body of the present invention.
Fig. 5 is fixed cover structural representation of the present invention.
Fig. 6 is leading screw fixator three-dimensional structure diagram of the present invention.
Fig. 7 is disc-shaped base structural representation of the present invention.
Fig. 8, the 9th, mouthful two kinds of structural representations of dentation cutting edge shape that adopt circular straight cutting edge shape and circle that fetch earth on the outer soil sample barrel of the present invention.
Figure 10 is that the present invention gets second layer when soil soil sample barrel perspective view.
Figure 11 is the present invention's schematic diagram when taking the second layer soil sample of taking off again face after ground floor soil.
Embodiment
Shown in accompanying drawing 1: this soil sample barrel comprises soil sample barrelmain body 1, is arranged on the fixedcover 2 on soil sample barrelmain body 1, be connected to an end on fixedcover 2 with the leadingscrew 4 ofspanner 3, be sleeved on the leadingscrew fixator 5 on leadingscrew 4, be connected to thetriangle pole 6 on leadingscrew fixator 5, be arranged on the disc-shaped base 7 oftriangle pole 6 lower ends and position-limiting action fixing to 1 of soil sample barrel main body.
Shown in accompanyingdrawing 2,3,4: described soil sample barrelmain body 1 comprises outersoil sample barrel 8, is arranged oninternal lining pipe 9 and theblock 10 of outersoil sample barrel 8 inside; Described outersoil sample barrel 8 is made of the section of fetching earth 11, bushing pipe canned paragraph 12 and 13 3 parts of block canned paragraph, wherein the outside of bushing pipe canned paragraph 12 near an end of the section of fetching earth 11 with anannular protrusion 14, on the section of fetching earth 11 with thetransition 15 of centrum shape; The connecting portion of described bushing pipe canned paragraph 12 inside and the section of fetching earth 11 is with a rounding offsection 16; The outside of described block canned paragraph 13 is withboss 17 and symmetrically arranged two retainingscrews 18 of an annular.
Describedinternal lining pipe 9 is arranged in the bushing pipe canned paragraph 12 of outersoil sample barrel 8 inside, withstands on ring-type rounding offsection 16, and the internal diameter of themouth 32 that fetches earth of described outersoil sample barrel 8 is less than the internal diameter ofinternal lining pipe 9.
Shown in accompanying drawing 5: describedfixed cover 2 is made of with connection leadingscrew end 20 on being connected fixed covermain body 19 fixed covermain body 19, wherein be symmetrily processed with thegap 21 of two shapes in T shape on fixed covermain body 19, connect on leadingscrew end 20 with being connected and fixedhole 22.
Shown in accompanying drawing 6: described leadingscrew fixator 5 centers are with internalthread connecting hole 23, are that on three sections of being connected and fixed 24 that symmetrical triangle stretches out, band is useful on the connectinghole 25 that connectstriangle pole 6, and the side is withtop wire hole 26.
Shown in accompanying drawing 7: described disc-shaped base 7 adopts the shape of vehicle steering, the outside is thedisk body 27 of annular, the center is provided with thedisc 29 ofspacing hole 28,disk body 27 is fixedly connected with by symmetrically arranged three pulling-onpieces 30 withdisc 29, describeddisk body 27 inner peripherys be respectively triangular symmetrical on disc is connected threecoupling sleeves 31 that connecttriangle poles 6 be set, be provided withground nail hole 33 on describeddisc 29 and three pulling-onpieces 30, on describedcoupling sleeve 31 with the pin spliced eye.
Shown in accompanyingdrawing 8,9: themouth 32 that fetches earth on the outersoil sample barrel 8 of described soil sample barrelmain body 1 is circular straight cutting edge shape or circular two kinds of structures of dentation cutting edge shape, dentation cutting edge shape many soil samples of body root system that are used for fetching earth wherein are as peat soil etc.
Principle of work: during use, disc-shaped base 7 is positioned over the position that need to fetch earth, fixing byground nail hole 33 with ground nail,spanner 3 two ends can be set with afterburning pipe when an end of leadingscrew 4 is installed spanner 3(use increases moment), by internalthread connecting hole 23, leadingscrew fixator 5 is connected to simultaneously the correct position of leadingscrew 4, at last at the disk body 27(of leadingscrew fixator 5 and disc-shaped base 7 when get topsoil) between connect threetriangle poles 6 by jackscrew and pin, the support that fetches earth is so just assembled and is fixedly completed.
Plasticinner lining pipe 9 is arranged on the inside of the outersoil sample barrel 8 of soil sample barrelmain body 1, thetop placement block 10 ofinternal lining pipe 9, column type fixed covermain body 19 with fixedcover 2 is sleeved on the block canned paragraph 13 of soil sample barrelmain body 1 at last, two retainingscrews 18 on its block canned paragraph 13 are arranged in thegap 21 of two shapes in T shape, the angle that rotation soil sample barrelmain body 1 is certain makes soil sample barrelmain body 1 be connected with fixed cover 2.At this moment thespacing hole 28 on mouthful 32 alignment disk shape bases 7 of fetching earth of soil sample barrelmain body 1, then leadingscrew 4 lower ends that will be connected with on connection leadingscrew end 20 and the support that assembles of fixedcover 2 of soil sample barrelmain body 1 are connected and fixed.
Spanner 3 on rotating threadedshaft 4 is rotated down leadingscrew 4, the reacting force that acts on below leadingscrew 4 like this on fixedcover 2 is pressed into soil sample barrelmain body 1 the layer operation of fetching earth of fetching earth, complete fetch earth after, counter-rotating leadingscrew 4, fixedcover 2 reverses thereupon, and retainingscrew 18 turns to the opposite side ofgap 21 to mention soil sample barrelmain body 1, takes off fixedcover 2 andblock 10, plasticinner lining pipe 9 is taken out, the soil analysis sample that gathers just is retained in plasticinner lining pipe 9 again.
after ground floor soil takes out, if need to get the second layer soil sample of bottom, ground floor bottom, can be by changingshorter triangle pole 6, willshorter triangle pole 6 be connected between thedisc 29 of leadingscrew fixator 5 and disc-shaped base 7 (shown in accompanying drawing 10), change simultaneously the little soil sample barrelmain body 1 of diameter, vertically with thespacing hole 28 on mouthful 32 alignment disk shape bases 7 that fetch earth of soil sample barrelmain body 1, put into the hole of fetching earth (shown in accompanying drawing 11) of fetching earth for the first time,rotational lead screw 4, the reacting force that acts on fixedcover 2 is pressed into 1 rotation of soil sample barrel main body in soil, complete fetch earth after, counter-rotating leadingscrew 2 is mentioned soil sample barrelmain body 1, complete the second layer operation of fetching earth.