CN106759611A - A kind of earthing sweep-out method for phosphorus ore mine cave - Google Patents

Abstract

The invention discloses a kind of earthing sweep-out method for phosphorus ore mine cave, including connecting plate, the otic placode with axis hole is installed in the both sides on fishplate bar top, trapezoidal securing plate is welded between two otic placodes, the ratch of two or more than two arcs with bucket tooth is welded in the bottom centre position of connecting plate, reinforcing plate is welded between the square edge of connecting plate and the outer wall of ratch, spacing between two neighboring ratch upper end is 40 ~ 60 ㎝, alloy sleeve is provided with by bearing pin on the inside of the curved surface of ratch arc, set with teeth is installed by bearing pin on bucket tooth top, two guiding gutters of arc are provided with bucket tooth lower inside wall, guiding gutter is upwardly extended along the side that tooth set bottom is pointed in bucket tooth bottom.The depth of guiding gutter extends along direction and is incremented by so that with going deep into for bucket tooth, and the space that extruding force effect is discharged between bucket tooth madial wall and material matrix is stepped up, and further improves the incision efficiency of bucket tooth.

Description

A kind of earthing sweep-out method for phosphorus ore mine cave

Technical field

The present invention relates to a kind of excavator, a kind of earthing sweep-out method for phosphorus ore mine cave is specifically referred to.

Background technology

Bull-dozerIt is a kind of engineering truck, front is equipped with large-scale metal dozer blade, and dozer blade is put down when using, backing-off cutting and pushes mud, husky and stone etc. forward, soil-shifting cutter position and angle can be adjusted.Soil-shifting function individually completes shoveling, muck haulage and unloads geotechnological work, and with operating, flexible, rotation is convenient, requiredWorking faceIt is small, the features such as travel speed is fast.It is primarily adapted for use in one toThree classes soilThe short fortune of shallow cut, such as site clearing or smooth, cutting depth is littleFoundation ditchAnd backfill,Push away and buildIt is highly littleRoadbedDeng.Crawler belt(track-type tractor also have title crawler dozer to formula bull-dozer）Succeeded in developing in 1904 by American Benjamin Holt, it beCaterpillar tractorThe bulldozing device of men hoisting above is installed and is formed, power at that time isSteam engine, succeed in developing afterwards and successively by natural gas power drive andGasoline engineThe crawler dozer of driving, bulldozesPerching knifeAlso developed into by men hoistingSteel wire ropeLifting.Benjamin Holt are also the U.S.Ka TeBi Le（Caterpillar Inc.）One of founder of company, nineteen twenty-five 5Holt manufacturing company and C.L, Best bull-dozerCompany amalgamation, compositionCaterpillarBull-dozer company, as the world first earth-moving equipment producer, and in offline first use of success in 1931Diesel engine60 bull-dozers.With the continuous progress of technology, soil-shifting mechanomotive force is all usedDiesel engine, bulldozing shovel blade andRidge busterAll byHydraulic cylinderLifting.Bull-dozer in addition to crawler dozer, alsoTireFormula bull-dozer, its appearance was than crawler dozer late ten years or so.Because crawler dozer has preferable adhesion property, can play biggerTractive force, therefore at home and abroad, the kind and quantity of its product are considerably beyond wheeled dozer.In the world,CaterpillarIt is construction machinery production company maximum in the world, the crawler dozer of its production has large, medium and small totally 9 series D3-D11, maximum D11 RCD, diesel engineFlywheelPower reaches 634kw；JapanLittle Song（komatsu）Company's row second, just start within 1947 to introduce production D50 crawler dozers, crawler dozer has 13 series, from D21-D575, that minimum is D21, and diesel engine flywheel power is 29.5kw, and that maximum is D575A-3SD, diesel engine flywheel power reaches 858kw, and it is also bull-dozer maximum on our times；The other one bull-dozer manufacturing enterprise for showing unique characteristics is GermanLiebherr group（Liebheer）, its bull-dozer is all using quietHydraulic pressureDrive, the technology releases model machine in 1972 after the research and development of more than ten years, starts within 1974 to produce PR721-PR731 and PR741 hydrostatic drive crawler dozers in batches, due toHydraulic ElementsLimitation, its peak power is only 295Kw, and model PR751 is mining.

At present, it is complicated because operating environment is severe when the engineering machinery such as bull-dozer, land leveller uses ridge buster, service load, impact load are all larger, and the ratch and crown stress of ridge buster are larger, easily cause damage, the service life of ratch and crown is reduced, cost is improved, and influences the benefit of enterprise.

The content of the invention

It is an object of the invention to provide a kind of earthing sweep-out method for phosphorus ore mine cave, the use scope of ridge buster is improved, while extending its service life.

The purpose of the present invention is achieved through the following technical solutions：

A kind of earthing sweep-out method for phosphorus ore mine cave,Including square connecting plate,The otic placode with axis hole is installed in the both sides on the fishplate bar top,Trapezoidal securing plate is welded between two otic placodes,The ratch of two or more than two arcs with bucket tooth is welded in the bottom centre position of the connecting plate,Reinforcing plate is welded between the square edge of the connecting plate and the outer wall of the ratch,Spacing between the two neighboring ratch upper end is 40 ~ 60 ㎝,Alloy sleeve is provided with by bearing pin on the inside of the curved surface of the ratch arc,Set with teeth is installed by bearing pin on the bucket tooth top,Two guiding gutters of arc are provided with the bucket tooth lower inside wall,And the guiding gutter is upwardly extended along the side that tooth set bottom is pointed in bucket tooth bottom,The groove depth size of the guiding gutter extends along direction and is incremented by.

During work,The connection end of the engineering machinery such as excavator machine is inserted into the axis hole of connection bent plate by connecting shaft,Constructing operation is carried out to Work places,Due to being welded with reinforcing plate between the square edge of connecting plate and the outer wall of the ratch,And then increased the intensity of ratch,And two or more than two ratch are provided with below connecting plate,So that large area is capable of achieving on large-scale material matrix excavates operation of loosening the soil,Spacing between two simultaneously adjacent ratch is between 40 ~ 60 ㎝,So that ratch is on the premise of normal work,Connecting plate is damaged caused by avoiding two force unbalances of ratch,When between two ratch when being smaller than 40 ㎝,The opereating specification of structure of loosening the soil is too small,When the spacing between two ratch is more than 60 ㎝,Structure of loosening the soil is limited by feature of material matrix itself,Easily there is the force unbalance of connecting plate both sides,And then the stress concentration that is subject to of single ratch and cause connecting plate to be damaged；Set with teeth is installed by bearing pin on bucket tooth top, and two guiding gutters of arc are provided with the madial wall of bucket tooth bottom, so that bucket tooth bottom is when with material substrate contact, relative extruding is formed between bucket tooth madial wall and material matrix, and guiding gutter causes that bucket tooth madial wall is quickly cut in material matrix as the cushion space that the extruding force discharges, accelerate the loosening of material matrix, facilitate the excavation and transhipment of material, wherein so-called material matrix refers to the geologic structures such as soil horizon, concrete layer or lithosphere.And the depth of guiding gutter extends along direction and is incremented by so that with going deep into for bucket tooth, the space that extruding force effect is discharged between bucket tooth madial wall and material matrix is stepped up, and further improves the incision efficiency of bucket tooth.

The bottom of the bucket tooth madial wall is provided with crown, the crown is inclined along the direction that its bottom is pointed at bucket tooth top.The crown that is obliquely installed is so that the end of bucket tooth has a high intensity and sharp keen incision inferius, while incision resistance of the material matrix to bucket tooth can be reduced, while so that the material of rolling is quickly moved in guiding gutter upwards.

The cross section of the guiding gutter is triangle.Preferably, the cross section of guiding gutter is set into triangle, ensureing in guiding gutter on the premise of material normal movement, to reduce contact area between material and water conservancy diversion groove sidewall, that is, reducing rubbing action between the two, improving the incision efficiency of bucket tooth.

The present invention compared with prior art, has the following advantages and advantages：

1st, guiding gutter of the invention causes that bucket tooth madial wall is quickly cut in material matrix as the cushion space that the extruding force discharges, accelerate the loosening of material matrix, facilitate the excavation and transhipment of material, wherein so-called material matrix refers to the geologic structures such as soil horizon, concrete layer or lithosphere.And the depth of guiding gutter extends along direction and is incremented by so that with going deep into for bucket tooth, the space that extruding force effect is discharged between bucket tooth madial wall and material matrix is stepped up, and further improves the incision efficiency of bucket tooth；

2nd, the crown that is obliquely installed of the present invention is so that the end of bucket tooth has a high intensity and sharp keen incision inferius, while incision resistance of the material matrix to bucket tooth can be reduced, while so that the material of rolling is quickly moved in guiding gutter upwards；

3rd, the cross section of guiding gutter is set to triangle by the present invention, is ensureing in guiding gutter on the premise of material normal movement, to reduce contact area between material and water conservancy diversion groove sidewall, that is, reduce rubbing action between the two, improves the incision efficiency of bucket tooth.

Brief description of the drawings

Accompanying drawing described herein is used for providing further understanding the embodiment of the present invention, constitutes the part of the application, does not constitute the restriction to the embodiment of the present invention.In the accompanying drawings：

Fig. 1 is schematic structural view of the invention；

Fig. 2 is the enlarged drawing at A in Fig. 1；

Mark and corresponding parts title in accompanying drawing：

1- connecting plates, 2- otic placodes, 3- securing plates, 4- axis holes, 5- reinforcing plates, 6- ratch, 7- alloy sleeves, 8- teeth set, 9- bucket tooths, 10- guiding gutters, 11- crowns.

Specific embodiment

To make the object, technical solutions and advantages of the present invention become more apparent, with reference to embodiment and accompanying drawing, the present invention is described in further detail, and exemplary embodiment of the invention and its explanation are only used for explaining the present invention, not as a limitation of the invention.

Embodiment 1

As depicted in figs. 1 and 2,The present embodiment includes square connecting plate 1,The otic placode 2 with axis hole 4 is installed in the both sides on the fishplate bar top,Trapezoidal securing plate 3 is welded between two otic placodes 2,The ratch 6 of two or more than two arcs with bucket tooth 9 is welded in the bottom centre position of the connecting plate 1,Reinforcing plate 5 is welded between the square edge of the connecting plate 1 and the outer wall of the ratch 6,Spacing between the two neighboring upper end of the ratch 6 is 40 ~ 60 ㎝,Alloy sleeve 7 is provided with by bearing pin on the inside of the curved surface of the arc of the ratch 6,Set 8 with teeth is installed by bearing pin on the top of the bucket tooth 9,Two guiding gutters of arc 10 are provided with the lower inside wall of the bucket tooth 9,And the guiding gutter 10 is upwardly extended along the side that 8 bottoms of tooth set are pointed in the bottom of bucket tooth 9,The groove depth size of the guiding gutter 10 extends along direction and is incremented by.

During work,The connection end of the engineering machinery such as excavator machine is inserted into the axis hole 4 of connection bent plate by connecting shaft,Constructing operation is carried out to Work places,Due to being welded with reinforcing plate 5 between the square edge of connecting plate 1 and the outer wall of the ratch 6,And then increased the intensity of ratch 6,And the lower section of connecting plate 1 is provided with two or more than two ratch 6,So that large area is capable of achieving on large-scale material matrix excavates operation of loosening the soil,Spacing between two simultaneously adjacent ratch 6 is between 40 ~ 60 ㎝,So that ratch 6 is on the premise of normal work,Connecting plate 1 is damaged caused by avoiding two force unbalances of ratch 6,When between two ratch 6 when being smaller than 40 ㎝,The opereating specification of structure of loosening the soil is too small,When the spacing between two ratch 6 is more than 60 ㎝,Structure of loosening the soil is limited by feature of material matrix itself,Easily there is the force unbalance of the both sides of connecting plate 1,And then the stress concentration that is subject to of single ratch 6 and cause connecting plate 1 to be damaged；Set 8 with teeth is installed by bearing pin on the top of bucket tooth 9, and two guiding gutters of arc 10 are provided with the madial wall of the bottom of bucket tooth 9, so that the bottom of bucket tooth 9 is when with material substrate contact, relative extruding is formed between the madial wall of bucket tooth 9 and material matrix, and guiding gutter 10 causes that the madial wall of bucket tooth 9 is quickly cut in material matrix as the cushion space that the extruding force discharges, accelerate the loosening of material matrix, facilitate the excavation and transhipment of material, wherein so-called material matrix refers to the geologic structures such as soil horizon, concrete layer or lithosphere.And the depth of guiding gutter 10 extends along direction and is incremented by so that with going deep into for bucket tooth 9, the space that extruding force effect is discharged between the madial wall of bucket tooth 9 and material matrix is stepped up, and further improves the incision efficiency of bucket tooth 9.

Wherein, the bottom of the madial wall of the bucket tooth 9 is provided with crown 11, the crown 11 is inclined along the direction that its bottom is pointed at the top of bucket tooth 9.The crown 11 that is obliquely installed is so that the end of bucket tooth 9 has a high intensity and sharp keen incision inferius, while incision resistance of the material matrix to bucket tooth 9 can be reduced, while so that the material of rolling is quickly moved in guiding gutter 10 upwards.

Preferably, the cross section of guiding gutter 10 is set into triangle, ensureing in guiding gutter 10 on the premise of material normal movement, to reduce contact area between material and the side wall of guiding gutter 10, that is, reducing rubbing action between the two, improving the incision efficiency of bucket tooth 9.

Above-described specific embodiment; the purpose of the present invention, technical scheme and beneficial effect are further described; should be understood that; the foregoing is only specific embodiment of the invention; the protection domain being not intended to limit the present invention; all any modification, equivalent substitution and improvements within the spirit and principles in the present invention, done etc., should be included within the scope of the present invention.

Claims (3)

1. a kind of earthing sweep-out method for phosphorus ore mine cave, including square connecting plate（1）, in the fishplate bar（1）The both sides on top are provided with axis hole（4）Otic placode（2）, in two otic placodes（2）Between be welded with trapezoidal securing plate（3）, in the connecting plate（1）Bottom centre position weld two or it is more than two band bucket tooth（9）Arc ratch（6）, in the connecting plate（1）Square edge and the ratch（6）Outer wall between be welded with reinforcing plate（5）, it is characterised in that：The two neighboring ratch（6）Spacing between upper end is 40 ~ 60 ㎝, in the ratch（6）The curved surface inner side of arc is provided with alloy sleeve by bearing pin（7）, in the bucket tooth（9）Top set with teeth is installed by bearing pin（8）, in the bucket tooth（9）Two guiding gutters of arc are provided with lower inside wall（10）, and the guiding gutter（10）Along bucket tooth（9）Point to tooth set in bottom（8）The side of bottom upwardly extends, the guiding gutter（10）Groove depth size extend along direction be incremented by；During work,The connection end of the engineering machinery such as excavator machine is inserted into the axis hole of connection bent plate by connecting shaft,Constructing operation is carried out to Work places,Due to being welded with reinforcing plate between the square edge of connecting plate and the outer wall of the ratch,And then increased the intensity of ratch,And two or more than two ratch are provided with below connecting plate,So that large area is capable of achieving on large-scale material matrix excavates operation of loosening the soil,Spacing between two simultaneously adjacent ratch is between 40 ~ 60 ㎝,So that ratch is on the premise of normal work,Connecting plate is damaged caused by avoiding two force unbalances of ratch,When between two ratch when being smaller than 40 ㎝,The opereating specification of structure of loosening the soil is too small,When the spacing between two ratch is more than 60 ㎝,Structure of loosening the soil is limited by feature of material matrix itself,Easily there is the force unbalance of connecting plate both sides,And then the stress concentration that is subject to of single ratch and cause connecting plate to be damaged；Set with teeth is installed by bearing pin on bucket tooth top, and two guiding gutters of arc are provided with the madial wall of bucket tooth bottom, so that bucket tooth bottom is when with material substrate contact, relative extruding is formed between bucket tooth madial wall and material matrix, and guiding gutter causes that bucket tooth madial wall is quickly cut in material matrix as the cushion space that the extruding force discharges, accelerate the loosening of material matrix, facilitate the excavation and transhipment of material, wherein so-called material matrix refers to the geologic structures such as soil horizon, concrete layer or lithosphere.

2. a kind of earthing sweep-out method for phosphorus ore mine cave according to claim 1, it is characterised in that：In the bucket tooth（9）The bottom of madial wall is provided with crown（11）, the crown（11）Along bucket tooth（9）The direction that its bottom is pointed at top inclines.

3. a kind of earthing sweep-out method for phosphorus ore mine cave according to claim 1, it is characterised in that：The guiding gutter（10）Cross section be triangle.