CN106065616A - Broken line occlusion drill - Google Patents

Broken line occlusion drill Download PDF

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Publication number
CN106065616A
CN106065616A CN201610627848.6A CN201610627848A CN106065616A CN 106065616 A CN106065616 A CN 106065616A CN 201610627848 A CN201610627848 A CN 201610627848A CN 106065616 A CN106065616 A CN 106065616A
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recessed
convex
sheave
fixed
type
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CN201610627848.6A
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Chinese (zh)
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刘玉燕
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Individual
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Priority to CN201610627848.6A priority Critical patent/CN106065616A/en
Publication of CN106065616A publication Critical patent/CN106065616A/en
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    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
    • E02D5/22—Piles
    • E02D5/34—Concrete or concrete-like piles cast in position ; Apparatus for making same
    • E02D5/46—Concrete or concrete-like piles cast in position ; Apparatus for making same making in situ by forcing bonding agents into gravel fillings or the soil
    • E—FIXED CONSTRUCTIONS
    • E21—EARTH OR ROCK DRILLING; MINING
    • E21B—EARTH OR ROCK DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
    • E21B4/00—Drives for drilling, used in the borehole
    • E21B4/04—Electric drives
    • E—FIXED CONSTRUCTIONS
    • E21—EARTH OR ROCK DRILLING; MINING
    • E21B—EARTH OR ROCK DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
    • E21B7/00—Special methods or apparatus for drilling
    • E21B7/001—Drilling a non circular hole
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D2200/00—Geometrical or physical properties
    • E02D2200/16—Shapes
    • E02D2200/165—Shapes polygonal

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  • Engineering & Computer Science (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Geology (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Geochemistry & Mineralogy (AREA)
  • Fluid Mechanics (AREA)
  • Environmental & Geological Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Structural Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Consolidation Of Soil By Introduction Of Solidifying Substances Into Soil (AREA)
  • Bulkheads Adapted To Foundation Construction (AREA)

Abstract

A kind of broken line occlusion drill, including recessed V-type rig and convex Y type rig；Manufacture multiple be respectively separated a convex Y type pilespacing from soil cement recessed V-type stake, in spacing between each two recessed V-type stake, soil cement convex Y type stake reverse before and after manufacturing one with convex Y type rig respectively according to the working method of above-mentioned convex Y type rig, making two of each soil cement convex Y left front end of type stake, convex " (" shape is fit to two recessed " (" shapes of the left side recessed V-type stake right rear end, making two of each soil cement convex Y type stake right front ends, convex " (" shape is fit to two recessed " (" shapes of the recessed left back end of V-type stake in the right, the Y type piling wall that the soil cement convex Y type stake being thusly-formed between the soil cement recessed V-type stake that the recessed V-type stake of multiple soil cement is adjacent with each two is mutually twisted, gear soil for building basis, antiseep.

Description

Broken line occlusion drill
Technical field
The present invention relates to a kind of agitation driller, the recessed V-type stake used in a kind of building foundation engineering and convex Y type stake It is mutually twisted the broken line occlusion drill forming Y type piling wall.
Background technology
Soil-cement rig be by the multiple drill bit of power drive rotate, multiple drill bits in rotation process by under drill bit The earth cutting in portion stirs into cement earth pile with cement mortar, at present, and the cement earth pile reinforced for geology in building foundation engineering It is all to be formed by multiple soil cement cylinders overlap joint.
Summary of the invention
The invention provides a kind of recessed V-type stake and be mutually twisted the broken line occlusion drill forming Y type piling wall with convex Y type stake.
The present invention is achieved through the following technical solutions:
A kind of recessed V-type stake and convex Y type stake are mutually twisted the broken line occlusion drill forming Y type piling wall, including recessed V-type agitation driller and Convex Y type agitation driller.
Recessed V-type rig includes following structure: fixed drive machine five shell upper end, mobile jib one lower end, drives the defeated of machine five lower end Shaft is fixed with a drill bit one, and mobile jib one bottom left rear side is fixed with stull one, and vertical brace is fixed in the left end bottom of stull one The upper end of one, the lower end of vertical brace one is fixed on the centre of driving machine one shell, and the front end output shaft of driving machine one is fixed with front recessed " (" sheave one, the rear end output shaft of driving machine one is fixed with rear recessed " (" sheave one；Mobile jib one bottom right lateral side is fixed with stull Two, the upper end of vertical brace two is fixed in the right-hand member bottom of stull two, and the centre of driving machine two shell is fixed in the lower end of vertical brace two, drives The front end output shaft of motivation two be fixed with front recessed " (" sheave two, the rear end output shaft of driving machine two be fixed with after recessed " (" sheave Two；It is each that recessed " circumference of (" sheave is with " (" connected in star, the surface of groove is provided with multiple stirring knife.
Convex Y type rig includes following structure: motor five shell upper end, the output shaft of motor five lower end are fixed in mobile jib two lower end Being fixed with a drill bit two, mobile jib two bottom left rear side is fixed with cross bar one, and vertical rod one is fixed in the left end bottom of cross bar one Upper end, the lower end of vertical rod one is fixed on the centre of motor one shell, and the front end output shaft of motor one is fixed with lordosis " (" sheave One, the rear end output shaft of motor one is fixed with rear convex " (" sheave one；Cross bar two, cross bar two it is fixed with on rear side of mobile jib two lower right Right-hand member bottom be fixed on the upper end of vertical rod two, the centre of motor two shell, the front end of motor two are fixed in the lower end of vertical rod two Output shaft is fixed with lordosis, and " (" sheave two, the rear end output shaft of motor two is fixed with rear convex " (" sheave two；Before mobile jib two bottom Side is fixed with cross bar four, and the front lower portion of cross bar four is fixed on the upper end of vertical rod four, and the lower end of vertical rod four is fixed on outside motor four The centre of shell, the left end output shaft of motor four is fixed with that left convex " (" sheave four, the right-hand member output shaft of motor four is fixed with right convex " (" sheave four；It is each that convex " circumference of (" sheave is with " (" shape rib is convex, and the convex surface of rib is provided with multiple stirring knife.
The present invention has a following feature:
The present invention can manufacture the soil cement convex Y type between the soil cement recessed V-type stake that the recessed V-type stake of multiple soil cement is adjacent with each two The Y type piling wall that stake is mutually twisted, for gear soil, the antiseep on building basis.
Accompanying drawing explanation
The present invention is further illustrated below in conjunction with the accompanying drawings:
Fig. 1 is the front view of recessed V-type rig；
Fig. 2 is the rearview of recessed V-type rig；
Fig. 3 is the A A view of Fig. 1；
Fig. 4 is the B B view of Fig. 1；
Fig. 5 is the left front view of convex Y type rig；
Fig. 6 is the right front view of convex Y type rig；
Fig. 7 is the rearview of convex Y type rig；
Fig. 8 is the C C view of Fig. 5；
Fig. 9 is the D D view of Fig. 5；
Figure 10 is multiple cross-sectional views being connected pile body that recessed V-type stake and convex Y type stake are mutually twisted formation.
In figure: 1, mobile jib one, 2, vertical brace one, 3, vertical brace two, 4, front recessed " (" sheave one, 5, front recessed " (" sheave two, 6, drive Motivation one, 7, drive machine two, 8, stirring knife, 9, rear recessed " (" sheave one, 10, rear recessed " (" sheave two, 11, output shaft, 12, stull One, 13, stull two, 14, drive machine five, 15, drill bit one；31, mobile jib two, 32, vertical rod one, 33, vertical rod two, 34, lordosis " (" groove Wheel one, 35, lordosis " (" sheave two, 36, motor one, 37, motor two, 39, rear convex " (" sheave one, 40, rear convex " (" sheave two, 42, cross bar one, 43, cross bar two, 44, motor five, 45, drill bit two, 47, cross bar four, 49, vertical rod four, 51, left convex " (" sheave four, 53, motor four, 55, right convex " (" sheave four.
Detailed description of the invention
Accompanying drawing is a kind of specific embodiment of the present invention, and this embodiment includes that recessed V-type agitation driller and the stirring of convex Y type are bored Machine.
Recessed V-type rig includes the structure in Fig. 1, Fig. 2, Fig. 3, Fig. 4；On fixed drive machine 5 14 shell of mobile jib 1 lower end End, the output shaft of driving machine five lower end is fixed with a drill bit 1, and mobile jib one bottom left rear side is fixed with stull 1, stull The upper end of vertical brace 1 is fixed in the left end bottom of, and the centre of driving machine 1 shell is fixed in the lower end of vertical brace one, drives machine The front end output shaft 11 of one be fixed with front recessed " (" sheave 1, the rear end output shaft 11 of driving machine one be fixed with after recessed " (" sheave One 9；Mobile jib one bottom right lateral side is fixed with stull 2 13, and the upper end of vertical brace 23, vertical brace two are fixed in the right-hand member bottom of stull two Lower end be fixed on the centre of driving machine 27 shell, the front end output shaft 11 of driving machine two is fixed with that front recessed " (" sheave 25, drives The rear end output shaft of motivation two is fixed with rear recessed " (" sheave 2 10；It is each that recessed " circumference of (" sheave is with " (" connected in star, groove Surface multiple stirring knife 8 is installed.
One end of driving machine one is provided with gear wheel reversing mechanism, thus drives machine one to drive the output shaft synchronous at two ends when working Rotate backward.
One end of driving machine two is provided with gear wheel reversing mechanism, thus drives machine two to drive the output shaft synchronous at two ends when working Rotate backward.
Recessed V-type rig is also equipped with grouting pump, during work grouting pump to drive machine one bottom, drive machine two bottom with And the other grout injection of drill bit one lower part, driving machine five drives drill bit one rotation of its lower end when working, driving machine one works Time drive before recessed " (" sheave one rotates forward, and after driving when driving machine one works, recessed " (" sheave one inverts, and driving machine two drives when working It is recessed before dynamic that " (" sheave two rotates forward, and recessed after driving when driving machine two works " (" sheave two inverts；Drill bit one will in rotation process The soil cutting of drill bit one lower end stirs with cement mortar, front recessed " (" sheave one, rear recessed " (" sheave one, front recessed " (" sheave two He It is the most recessed that " soil cutting of its lower end is stirred in rotation by (" sheave two with cement mortar；Front recessed " (" sheave one and rear recessed " (" groove Wheel one in rotation, left back end-grain cutting is cut stir into two recessed " (" shape, front recessed " (" sheave two and rear recessed " (" sheave two rotate Middle cutting by right rear end stirs into two recessed " (" shapes；After mobile jib one forms a left back end and the right side during being pressed into downwards End is respectively provided with two recessed " soil cement recessed V-type stakes of (" shape.
Convex Y type rig includes the structure in Fig. 5, Fig. 6, Fig. 7, Fig. 8, Fig. 9；Motor 5 44 shell is fixed in mobile jib 2 31 lower end Upper end, the output shaft of motor five lower end is fixed with a drill bit 2 45, and mobile jib two bottom left rear side is fixed with cross bar 1, cross bar The upper end of vertical rod 1 is fixed in the left end bottom of, and the centre of motor 1 shell, motor one are fixed in the lower end of vertical rod one Front end output shaft 11 be fixed with lordosis " (" sheave 1, the rear end output shaft 11 of motor one be fixed with after convex " (" sheave one 39；Being fixed with cross bar 2 43 on rear side of mobile jib two lower right, the upper end of vertical rod 2 33, vertical rod two are fixed in the right-hand member bottom of cross bar two Lower end be fixed on the centre of motor 2 37 shell, the front end output shaft 11 of motor two is fixed with lordosis " (" sheave 2 35, motor The rear end output shaft of two is fixed with rear convex " (" sheave 2 40；Mobile jib two lower front side is fixed with cross bar 4 47, the front end of cross bar four The upper end of vertical rod 4 49 is fixed in bottom, and the centre of motor 4 53 shell is fixed in the lower end of vertical rod four, and the left end of motor four is defeated Shaft 11 is fixed with that left convex " (" sheave 4 51, the right-hand member output shaft 11 of motor four is fixed with right convex " (" sheave 4 55；Each convex " circumference of (" sheave is with " (" shape rib is convex, and the convex surface of rib is provided with multiple stirring knife 8.
Convex Y type agitation driller is also equipped with grouting pump, during work grouting pump to the bottom of motor one, the bottom of motor two, The bottom of motor four and drill bit two bottom grout injection respectively, motor five drives drill bit two rotation of its lower end when working, When motor one works drive lordosis " (" sheave one and rear convex " (" sheave one rotates forward, when motor two works drive lordosis " (" sheave Two and rear convex " (" sheave two inverts；Drive when motor four works that left convex " convex " (" sheave four inverts for (" sheave four and the right side；Drill bit two The soil cutting of drill bit two lower end and cement mortar being stirred in rotation process, lordosis is " (" sheave one, rear convex " (" sheave one, front Convex " (" sheave two, rear convex " (" sheave two, left convex " (" sheave four and the right side convex " (" sheave four in rotation by the soil body of its lower end Cutting is stirred with cement mortar；Lordosis " (" sheave one and rear convex " (" sheave one in rotation, left back end-grain cutting is cut stir into two convex " (" shape, lordosis " (" sheave two and rear convex " (" sheave two in rotation by right rear end cutting stir into two convex " (" shapes；Left convex " (" sheave four and the right side convex " (" sheave four in rotation by front end cutting stir into two convex " (" shapes；Mobile jib two is pressed into downwards During form left back end, right rear end and front end and be respectively provided with two convex " soil cement convex Y type stakes of (" shape.
" " (" shape is coincide for (" shape and recessed V-type stake recessed for convex Y type stake convex.
The working method that recessed V-type rig manufactures Y type piling wall with convex Y type rig is as follows: in the position needing pile, use recessed V Type agitation driller according to above-mentioned recessed V-type rig working method manufacture a soil cement recessed V-type stake, right side of recessed V-type stake at this, The distance being spaced a convex Y type stake manufactures the recessed V-type stake of another soil cement, and so manufacture is multiple is respectively separated a convex Y type stake The soil cement recessed V-type stake of distance, when the soil cement intensity of the soil cement on both sides recessed V-type stake reaches a timing, then at the recessed V of each two In spacing between type stake, anti-before and after manufacturing one with convex Y type agitation driller respectively according to the working method of above-mentioned convex Y type rig To soil cement convex Y type stake, two that make each soil cement convex Y left front end of type stake are convex " after (" shape is fit to the recessed V-type stake right side, the left side Two of end are recessed, and " (" shape, making two of each soil cement convex Y type stake right front ends, convex " (" shape is fit to the recessed left back end of V-type stake in the right Two recessed " (" shape is thusly-formed the cement between the soil cement recessed V-type stake that the recessed V-type stake of multiple soil cement is adjacent with each two The Y type piling wall that the convex Y type stake of soil is mutually twisted, for gear soil, the antiseep on building basis.

Claims (2)

1. a broken line occlusion drill, including recessed V-type rig and convex Y type rig, it is characterised in that:
The concrete structure of described recessed V-type rig includes: fixed drive machine five (14) shell upper end, mobile jib one (1) lower end, drives machine The output shaft of five lower ends is fixed with a drill bit one (15), and mobile jib one bottom left rear side is fixed with stull one (12), stull one The upper end of vertical brace one (2) is fixed in left end bottom, and the centre of driving machine one (6) shell is fixed in the lower end of vertical brace one, drives machine The front end output shaft (11) of one be fixed with front recessed " (" sheave one (4), drive machine one rear end output shaft (11) be fixed with after the most recessed " (" sheave one (9)；Mobile jib one bottom right lateral side is fixed with stull two (13), and vertical brace two (3) is fixed in the right-hand member bottom of stull two Upper end, the lower end of vertical brace two is fixed on the centre of driving machine two (7) shell, is driven the front end output shaft (11) of machine two to be fixed with Before recessed " (" sheave two (5), the rear end output shaft of driving machine two be fixed with after recessed " (" sheave two (10)；Each recessed " (" sheave Circumference is with " (" connected in star, the surface of groove is provided with multiple stirring knife (8)；
During the work of described recessed V-type rig, grouting pump is to driving the bottom of machine one, the bottom driving machine two and drill bit one lower part Other grout injection, driving machine five drives drill bit one rotation of its lower end when working, recessed " (" groove before driving when driving machine one works Wheel one rotating forward, recessed after driving when driving machine one works " (" sheave one inverts, recessed " (" sheave two before driving when driving machine two works Rotating forward, recessed after driving when driving machine two works " (" sheave two inverts；Drill bit one in rotation process by the soil body of drill bit one lower end Cutting with cement mortar stir, front recessed " (" sheave one, rear recessed " (" sheave one, front recessed " (" sheave two and rear recessed " (" sheave two turn The soil cutting of its lower end is stirred by disorder of internal organs with cement mortar；Front recessed " (" sheave one and rear recessed " (" sheave one in rotation by left back End-grain cutting cut stir into two recessed " (" shape, front recessed " (" sheave two and rear recessed " (" sheave two in rotation by right rear end cutting stirring Become two recessed " (" shapes；Mobile jib one forms a left back end during being pressed into downwards and right rear end is respectively provided with two recessed " (" The soil cement recessed V-type stake of shape；
The structure of described convex Y type rig includes；Motor five (44) shell upper end is fixed in mobile jib two (31) lower end, motor five lower end Output shaft is fixed with a drill bit two (45), and mobile jib two bottom left rear side is fixed with cross bar one (42), the left end bottom of cross bar one Being fixed on the upper end of vertical rod one (32), the centre of motor one (36) shell is fixed in the lower end of vertical rod one, and the front end of motor one is defeated Shaft 11 is fixed with lordosis, and " (" sheave one (34), the rear end output shaft (11) of motor one is fixed with rear convex " (" sheave one (39)； Being fixed with cross bar two (43) on rear side of mobile jib two lower right, the upper end of vertical rod two (33), vertical rod are fixed in the right-hand member bottom of cross bar two The centre of motor two (37) shell is fixed in the lower end of two, and the front end output shaft (11) of motor two is fixed with lordosis " (" sheave two (35) convex " (" sheave two (40) after, the rear end output shaft of motor two is fixed with；Mobile jib two lower front side is fixed with cross bar four (47), the front lower portion of cross bar four is fixed on the upper end of vertical rod four (49), and motor four (53) shell is fixed in the lower end of vertical rod four Centre, the left end output shaft 11 of motor four is fixed with that left convex " (" sheave four (51), the right-hand member output shaft 11 of motor four is fixed with Right convex " (" sheave four (55)；It is each that convex " circumference of (" sheave is with " (" shape rib is convex, and the convex surface of rib is provided with multiple stirring knife (8)；
The working method of described convex Y type rig is: during work, grouting pump is to the bottom of motor one, the bottom of motor two, motor four Bottom and drill bit two bottom respectively grout injection, motor five drives drill bit two rotation of its lower end, motor one when working Drive during work lordosis " (" sheave one and rear convex " (" sheave one rotates forward, drive when motor two works lordosis " (" sheave two and after It is convex that " (" sheave two inverts；Drive when motor four works that left convex " convex " (" sheave four inverts for (" sheave four and the right side；Drill bit two is rotating During the soil cutting of drill bit two lower end and cement mortar are stirred, lordosis " (" sheave one, rear convex " (" sheave one, lordosis " (" Sheave two, rear convex " (" sheave two, left convex " (" sheave four and the right side convex " (" sheave four in rotation by the soil cutting of its lower end with Cement mortar stirs；Lordosis " (" sheave one and rear convex " (" sheave one in rotation, left back end-grain cutting is cut stir into two convex " (" shape, Lordosis " (" sheave two and rear convex " (" sheave two in rotation by right rear end cutting stir into two convex " (" shapes；Left convex " (" sheave Four and the right side convex " (" sheave four in rotation by front end cutting stir into two convex " (" shapes；Mobile jib two be pressed into downwards during shape A left back end, right rear end and front end is become to be respectively provided with two convex " soil cement convex Y type stakes of (" shape；
The working method that described recessed V-type rig manufactures Y type piling wall with described convex Y type rig is as follows: in the position needing pile, uses Recessed V-type rig according to above-mentioned recessed V-type rig working method manufacture a soil cement recessed V-type stake, right side of recessed V-type stake at this, The distance being spaced a convex Y type stake manufactures the recessed V-type stake of another soil cement, and so manufacture is multiple is respectively separated a convex Y type stake The soil cement recessed V-type stake of distance, when the soil cement intensity of the soil cement on both sides recessed V-type stake reaches a timing, then at the recessed V of each two In spacing between type stake, reverse before and after manufacturing one with convex Y type rig respectively according to the working method of above-mentioned convex Y type rig Soil cement convex Y type stake, making two of each soil cement convex Y left front end of type stake, convex " (" shape is fit to the left side recessed V-type stake right rear end Two recessed, and " (" shape, making two of each soil cement convex Y type stake right front ends, convex " (" shape is fit to the two of the recessed left back end of V-type stake in the right It is individual that recessed " (" shape is thusly-formed the convex Y of soil cement between the soil cement recessed V-type stake that the recessed V-type stake of multiple soil cement is adjacent with each two The Y type piling wall that type stake is mutually twisted, for gear soil, the antiseep on building basis.
Broken line occlusion drill the most according to claim 1, it is characterised in that: convex " (" shape and the recessed V-type of described convex Y type stake Stake recessed " (" shape coincide.
CN201610627848.6A 2016-08-03 2016-08-03 Broken line occlusion drill Withdrawn CN106065616A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201610627848.6A CN106065616A (en) 2016-08-03 2016-08-03 Broken line occlusion drill

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201610627848.6A CN106065616A (en) 2016-08-03 2016-08-03 Broken line occlusion drill

Publications (1)

Publication Number Publication Date
CN106065616A true CN106065616A (en) 2016-11-02

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Family Applications (1)

Application Number Title Priority Date Filing Date
CN201610627848.6A Withdrawn CN106065616A (en) 2016-08-03 2016-08-03 Broken line occlusion drill

Country Status (1)

Country Link
CN (1) CN106065616A (en)

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Application publication date: 20161102

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