CN106193016A - Double seaming rigs - Google Patents

Double seaming rigs Download PDF

Info

Publication number
CN106193016A
CN106193016A CN201610627851.8A CN201610627851A CN106193016A CN 106193016 A CN106193016 A CN 106193016A CN 201610627851 A CN201610627851 A CN 201610627851A CN 106193016 A CN106193016 A CN 106193016A
Authority
CN
China
Prior art keywords
recessed
sheave
convex
motor
type
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Withdrawn
Application number
CN201610627851.8A
Other languages
Chinese (zh)
Inventor
刘玉燕
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Individual
Original Assignee
Individual
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Individual filed Critical Individual
Priority to CN201610627851.8A priority Critical patent/CN106193016A/en
Publication of CN106193016A publication Critical patent/CN106193016A/en
Withdrawn legal-status Critical Current

Links

Classifications

    • 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
    • E02D5/18—Bulkheads or similar walls made solely of concrete in situ
    • 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
    • E21B4/16—Plural down-hole drives, e.g. for combined percussion and rotary drilling; Drives for multi-bit drilling units
    • 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
    • E02D2300/00—Materials
    • E02D2300/0004—Synthetics
    • E02D2300/0018—Cement used as binder
    • E02D2300/002—Concrete
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D2300/00—Materials
    • E02D2300/0004—Synthetics
    • E02D2300/0018—Cement used as binder
    • E02D2300/0023—Slurry

Landscapes

  • Engineering & Computer Science (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Structural Engineering (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Geology (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Physics & Mathematics (AREA)
  • Environmental & Geological Engineering (AREA)
  • Fluid Mechanics (AREA)
  • Paleontology (AREA)
  • Geochemistry & Mineralogy (AREA)
  • Mechanical Engineering (AREA)
  • Earth Drilling (AREA)

Abstract

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

Description

Double seaming rigs
Technical field
The present invention relates to a kind of agitation driller, the recessed Y type stake used in a kind of building foundation engineering and convex V-type stake Mutually seaming forms double seaming rigs of 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 double seaming rigs of a kind of recessed Y type stake and convex V-type stake mutual seaming formation Y type piling wall.
The present invention is achieved through the following technical solutions:
A kind of recessed Y type stake and the convex mutual seaming of V-type stake form double seaming rigs of Y type piling wall, including recessed Y type agitation driller and convex V-type agitation driller.
Recessed Y type agitation driller includes following structure: fixed motor five shell upper end, mobile jib one lower end, motor five lower end Output shaft be fixed with a drill bit one, mobile jib one bottom left rear side is fixed with stull one, and the left end bottom of stull one is fixed on The upper end of vertical brace one, the lower end of vertical brace one is fixed on the centre of motor one shell, and the front end output shaft of motor one is fixed with Before recessed " (" sheave one, the rear end output shaft of motor one be fixed with after recessed " (" sheave one；Mobile jib one bottom right lateral side is fixed with Stull two, the right-hand member bottom of stull two is fixed on the upper end of vertical brace two, and the lower end of vertical brace two is fixed in motor two shell Between, the front end output shaft of motor two be fixed with front recessed " (" sheave two, the rear end output shaft of motor two be fixed with after recessed " (" Sheave two；Mobile jib one lower front side is fixed with stull four, and the front lower portion of stull four is fixed on the upper end of vertical brace four, vertical brace four The centre of motor four shell is fixed in lower end, and the left end output shaft of motor four is fixed with left recessed " (" sheave four, motor four Right-hand member output shaft be fixed with right recessed " (" sheave four；Each recessed " circumference of (" sheave with " (" connected in star, groove surface peace Equipped with multiple stirring knife.
Convex V-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；Each convex " (" sheave Circumference 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 convex V-type of concrete between the concrete recessed Y type stake that the recessed Y type stake of multiple concrete is adjacent with each two The Y type piling wall of stake mutually seaming, 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 left front view of recessed Y type agitation driller；
Fig. 2 is the right front view of recessed Y type agitation driller；
Fig. 3 is the rearview of recessed Y type agitation driller；
Fig. 4 is the A A view of Fig. 1；
Fig. 5 is the B B view of Fig. 1；
Fig. 6 is the front view of convex V-type agitation driller；
Fig. 7 is the rearview of convex V-type agitation driller；
Fig. 8 is the C C view of Fig. 6；
Fig. 9 is the D D view of Fig. 6；
Figure 10 is multiple cross-sectional views being connected pile body that recessed Y type stake is formed with the convex mutual seaming of V-type stake.
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, electricity Motivation one, 7, motor two, 8, stirring knife, 9, rear recessed " (" sheave one, 10, rear recessed " (" sheave two, 11, output shaft, 12, stull One, 13, stull two, 14, motor five, 15, drill bit one, 17, stull four, 19, vertical brace four, 21, left recessed " (" sheave four, 23, electricity Motivation four, 25, right recessed " (" sheave four；31, mobile jib two, 32, vertical rod one, 33, vertical rod two, 34, lordosis " (" sheave one, 35, front Convex " (" 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.
Detailed description of the invention
Accompanying drawing is a kind of specific embodiment of the present invention, and this embodiment includes that recessed Y type agitation driller and the stirring of convex V-type are bored Machine.
Recessed Y type agitation driller includes the structure in Fig. 1, Fig. 2, Fig. 3, Fig. 4, Fig. 5；Mobile jib 1 lower end fixed motor five 14 shell upper ends, the output shaft of motor five lower end is fixed with a drill bit 1, and mobile jib one bottom left rear side is fixed with stull One 12, the upper end of vertical brace 1 is fixed in the left end bottom of stull one, and the lower end of vertical brace one is fixed in motor 1 shell Between, the front end output shaft 11 of motor one is fixed with that front recessed " (" sheave 1, after the rear end output shaft 11 of motor one is fixed with Recessed " (" sheave 1；Mobile jib one bottom right lateral side is fixed with stull 2 13, and the upper of vertical brace 23 is fixed in the right-hand member bottom of stull two Holding, the centre of motor 27 shell is fixed in the lower end of vertical brace two, and the front end output shaft 11 of motor two is fixed with front recessed " (" Sheave 25, the rear end output shaft of motor two is fixed with rear recessed " (" sheave 2 10；Mobile jib one lower front side is fixed with stull four 17, the front lower portion of stull four is fixed on the upper end of vertical brace 4 19, and the lower end of vertical brace four is fixed in motor 4 23 shell Between, the left end output shaft 11 of motor four is fixed with that left recessed " (" sheave 4 21, the right-hand member output shaft 11 of motor four is fixed with the right side Recessed " (" sheave 4 25；It is each that recessed " circumference of (" sheave is with " (" connected in star, the surface of groove is provided with multiple stirring knife 8.
Recessed Y type agitation driller is also equipped with grouting pump, and during work, grouting pump is to the bottom of motor one, motor two times Portion, the bottom of motor four and drill bit one lower part do not irrigate water under high pressure, and motor five drives the drill bit of its lower end when working One rotate, when motor one works drive front recessed " (" sheave one and rear recessed " (" sheave one rotates forward, when motor two works driving Front recessed " (" sheave two and rear recessed " (" sheave two inverts；Left recessed " (" sheave four and the right side recessed " (" sheave is driven when motor four works Four reversions；Drill bit one in rotation process by the soil cutting of drill bit one lower end；Front recessed " (" sheave one, rear recessed " (" sheave one, Front recessed " (" sheave two, rear recessed " (" sheave two, left recessed " (" sheave four and the right side recessed " (" sheave four in rotation by the soil of its lower end Body cuts；Front recessed " (" sheave one and rear recessed " left back end-grain cutting is whittled into two recessed " (" shape, front recessed " (" in rotation by (" sheave one Sheave two and rear recessed " right rear end is cut into two recessed " (" shapes in rotation by (" sheave two；Left recessed " (" sheave four and the right side recessed " (" Front end is cut into two recessed " (" shapes in rotation by sheave four；The soil body cut is blended in mud, and water under high pressure is constantly noted Entering, mud constantly flows out to outside hole from hole, and mobile jib one forms left back end, right rear end and front downwards during being pressed into End is respectively provided with two, and recessed " hole of (" shape, casting concrete in this hole produce concrete recessed Y type stake.
Convex V-type rig includes the structure in Fig. 6, Fig. 7, Fig. 8, Fig. 9；Mobile jib 2 31 lower end is fixed on motor 5 44 shell 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 one Left end bottom be fixed on the upper end of vertical rod 1, the centre of motor 1 shell is fixed in the lower end of vertical rod one, motor one Front end output shaft 11 is fixed with lordosis, and " (" sheave 1, the rear end output shaft 11 of motor one is fixed with rear convex " (" sheave 1； Being fixed with cross bar 2 43 on rear side of mobile jib two lower right, the upper end of vertical rod 2 33 is fixed in the right-hand member bottom of cross bar two, vertical rod two The centre of motor 2 37 shell is fixed in lower end, and the front end output shaft 11 of motor two is fixed with lordosis " (" sheave 2 35, motor two Rear end output shaft be fixed with after convex " (" sheave 2 40；It is each that convex " circumference of (" sheave is with " (" shape rib is convex, the surface that rib is convex Multiple stirring knife 8 is installed.
One end of motor one is provided with gear wheel reversing mechanism, and when thus motor one works, the output shaft synchronous at driving two ends is reverse Rotate.
One end of motor two is provided with gear wheel reversing mechanism, and when thus motor two works, the output shaft synchronous at driving two ends is reverse Rotate.
Convex V-type rig is also equipped with grouting pump, grouting pump bottom, the bottom of motor two and brill to motor one during work Two bottoms irrigate water under high pressure respectively, and motor five drives drill bit two rotation of its lower end when working, before driving when motor one works It is convex that " (" sheave one rotates forward, and convex after driving when motor one works " (" sheave one inverts, and drives lordosis " (" sheave when motor two works Two rotate forward, and convex after driving when motor two works (sheave two inverts；The soil body of drill bit two lower end is cut in rotation process by drill bit two Cut, lordosis " (" sheave one, rear convex " (" sheave one, lordosis " (" sheave two and rear convex " (" sheave two in rotation by its lower end Soil cutting；Lordosis " (" sheave one and rear convex " left back end-grain cutting is whittled into two convex " (" shape, lordosis in rotation by (" sheave one " (" sheave two and rear convex " right rear end is cut into two convex " (" shapes in rotation by (" sheave two；The soil body mixing cut In mud, water under high pressure constantly injects, and mud constantly flows out to outside hole from hole, and mobile jib two forms one during being pressed into downwards Individual left back end and right rear end are respectively provided with two, and convex " hole of (" shape, casting concrete in this hole produce the convex V of concrete Type stake.
" " (" shape is coincide for (" shape and recessed Y type stake recessed for convex V-type stake convex.
The working method that recessed Y type agitation driller manufactures Y type piling wall with convex V-type agitation driller is as follows: in the position needing pile Put, manufacture a concrete recessed Y type stake with recessed Y type agitation driller according to the working method of above-mentioned recessed Y type agitation driller, recessed at this The right side of Y type stake, the distance being spaced a convex V-type stake manufactures the recessed Y type stake of another concrete, so manufactures multiple being respectively separated One convex V-type pilespacing from concrete recessed Y type stake, when the concrete strength of the concrete on both sides recessed Y type stake reaches a timing, then In spacing between each two recessed Y type stake, divide according to the working method of above-mentioned convex V-type agitation driller with convex V-type agitation driller Concrete convex V-type stake that Zhi Zao be the most not reverse before and after one, making two of each concrete convex V-type left front end of stake, convex " (" shape is coincide In the left side two of recessed Y type stake right rear end recessed " (" shape, making two of each concrete convex V-type stake right front ends, convex " (" shape is fit to Two of the recessed Y left back end of type stake, the right is recessed, and " (" shape is thusly-formed the concrete that the recessed Y type stake of multiple concrete is adjacent with each two The Y type piling wall of the concrete convex V-type mutual seaming of stake between recessed Y type stake, for gear soil, the antiseep on building basis.

Claims (2)

1. double seaming rigs, including recessed Y type agitation driller and convex V-type agitation driller, it is characterised in that:
The concrete structure of described Y type agitation driller includes: mobile jib one (1) lower end fixed motor five (14) shell upper end, electronic The output shaft of machine five lower end is fixed with a drill bit one (15), and mobile jib one bottom left rear side is fixed with stull one (12), stull one Left end bottom be fixed on the upper end of vertical brace one (2), the centre of motor one (6) shell is fixed in the lower end of vertical brace one, electronic The front end output shaft (11) of machine one be fixed with front recessed " (" sheave one (4), the rear end output shaft (11) of motor one 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 motor two (7) shell, and the front end output shaft (11) of motor two is fixed with Before recessed " (" sheave two (5), the rear end output shaft of motor two be fixed with after recessed " (" sheave two (10)；Mobile jib one lower front side is solid Surely having stull four (17), the front lower portion of stull four is fixed on the upper end of vertical brace four (19), and the lower end of vertical brace four is fixed on electronic The centre of machine four (23) shell, the left end output shaft (11) of motor four be fixed with left recessed " (" sheave 4 21), motor four Right-hand member output shaft (11) is fixed with right recessed " (" sheave four (25)；Each recessed " circumference of (" sheave with " (" connected in star, groove Surface is provided with multiple stirring knife (8)；
The working method of described recessed Y type agitation driller is: during work, grouting pump is to the bottom of motor one, motor two times Portion, the bottom of motor four and drill bit one lower part do not irrigate water under high pressure, and motor five drives the drill bit of its lower end when working One rotate, when motor one works drive front recessed " (" sheave one and rear recessed " (" sheave one rotates forward, when motor two works driving Front recessed " (" sheave two and rear recessed " (" sheave two inverts；Left recessed " (" sheave four and the right side recessed " (" sheave is driven when motor four works Four reversions；Drill bit one in rotation process by the soil cutting of drill bit one lower end；Front recessed " (" sheave one, rear recessed " (" sheave one, Front recessed " (" sheave two, rear recessed " (" sheave two, left recessed " (" sheave four and the right side recessed " (" sheave four in rotation by the soil of its lower end Body cuts；Front recessed " (" sheave one and rear recessed " left back end-grain cutting is whittled into two recessed " (" shape, front recessed " (" in rotation by (" sheave one Sheave two and rear recessed " right rear end is cut into two recessed " (" shapes in rotation by (" sheave two；Left recessed " (" sheave four and the right side recessed " (" Front end is cut into two recessed " (" shapes in rotation by sheave four；The soil body cut is blended in mud, and water under high pressure is constantly noted Entering, mud constantly flows out to outside hole from hole, and mobile jib one forms left back end, right rear end and front downwards during being pressed into End is respectively provided with two, and recessed " hole of (" shape, casting concrete in this hole produce concrete recessed Y type stake；
The concrete structure of described convex V-type rig includes；Motor five (44) shell upper end, motor five times are fixed in mobile jib two (31) lower end The output shaft of end 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 of cross bar one The upper end of vertical rod one (32) is fixed in bottom, and the centre of motor one (36) shell is fixed in the lower end of vertical rod one, before motor one End output shaft 11) " (" sheave one (34), the rear end output shaft (11) of motor one is fixed with rear convex " (" sheave one to be fixed with lordosis (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) is 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 vertical rod two, and the front end output shaft (11) of motor two is fixed with lordosis " (" groove Wheel two (35), the rear end output shaft of motor two is fixed with rear convex " (" sheave two (40)；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；
During the work of described convex V-type rig, bottom, the bottom of motor two and drill bit two bottom of motor one are filled by grouting pump respectively Note water under high pressure, motor five drives drill bit two rotation of its lower end when working, " (" sheave one is just to drive lordosis when motor one works Turning, convex after driving when motor one works " (" sheave one inverts, and " (" sheave two rotates forward, motor two to drive lordosis when motor two works It is convex after driving during work that (sheave two inverts；Drill bit two in rotation process by the soil cutting of drill bit two lower end, lordosis " (" groove Wheel one, rear convex " (" sheave one, lordosis " (" sheave two and rear convex " (" sheave two in rotation by the soil cutting of its lower end；Before Convex " (" sheave one and rear convex " (" sheave one in rotation, left back end-grain cutting is whittled into two convex " (" shape, lordosis " (" sheave two and after It is convex that " right rear end is cut into two convex " (" shapes in rotation by (" sheave two；The soil body cut is blended in mud, high pressure Water constantly injects, and mud constantly flows out to outside hole from hole, mobile jib two be pressed into downwards during formed a left back end and Right rear end is respectively provided with two, and convex " hole of (" shape, casting concrete in this hole produce concrete convex V-type stake；
Described recessed Y type agitation driller manufactures the working method of Y type piling wall with described convex V-type agitation driller: in the position needing pile Put, manufacture a concrete recessed Y type stake with recessed Y type agitation driller according to the working method of above-mentioned recessed Y type agitation driller, recessed at this The right side of Y type stake, the distance being spaced a convex V-type stake manufactures the recessed Y type stake of another concrete, so manufactures multiple being respectively separated One convex V-type pilespacing from concrete recessed Y type stake, when the concrete strength of the concrete on both sides recessed Y type stake reaches a timing, then In spacing between each two recessed Y type stake, divide according to the working method of above-mentioned convex V-type agitation driller with convex V-type agitation driller Concrete convex V-type stake that Zhi Zao be the most not reverse before and after one, making two of each concrete convex V-type left front end of stake, convex " (" shape is coincide In the left side two of recessed Y type stake right rear end recessed " (" shape, making two of each concrete convex V-type stake right front ends, convex " (" shape is fit to Two of the recessed Y left back end of type stake, the right is recessed, and " (" shape is thusly-formed the concrete that the recessed Y type stake of multiple concrete is adjacent with each two The Y type piling wall of the concrete convex V-type mutual seaming of stake between recessed Y type stake, for gear soil, the antiseep on building basis.
The most according to claim 1 pair of seaming rig, it is characterised in that: convex " (" shape and the recessed Y type stake of described convex V-type stake Recessed " (" shape coincide.
CN201610627851.8A 2016-08-03 2016-08-03 Double seaming rigs Withdrawn CN106193016A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201610627851.8A CN106193016A (en) 2016-08-03 2016-08-03 Double seaming rigs

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201610627851.8A CN106193016A (en) 2016-08-03 2016-08-03 Double seaming rigs

Publications (1)

Publication Number Publication Date
CN106193016A true CN106193016A (en) 2016-12-07

Family

ID=57497143

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201610627851.8A Withdrawn CN106193016A (en) 2016-08-03 2016-08-03 Double seaming rigs

Country Status (1)

Country Link
CN (1) CN106193016A (en)

Similar Documents

Publication Publication Date Title
CN106284324A (en) Combination against seepage wall construction equipment
CN106149706A (en) Snap close Y shape rig
CN106149707A (en) In conjunction with Y shape rig
CN106088079A (en) Concavo-convex combination rig
CN106065621A (en) Interlocking Y shape rig
CN106120778A (en) Snap fastener Y shape rig
CN106088078A (en) Snap-in Y shape rig
CN106088080A (en) Concavo-convex snap fastener rig
CN106120776A (en) Concavo-convex snap close rig
CN106223311A (en) Interlocking stake production machinery
CN106245635A (en) Twin-lock bench drill stirs machine
CN106193016A (en) Double seaming rigs
CN106284322A (en) A kind of implementation engaging stake
CN106149703A (en) Double snap fastener rigs
CN106049451A (en) Double locking and seaming type drilling machine
CN106049447A (en) Folding line engaging drilling machine
CN106065618A (en) Sealed V-type rig
CN106049482A (en) Seaming V-shape drilling machine
CN106120771A (en) Double occlusion drills
CN106065611A (en) Broken line snap fastener rig
CN106049454A (en) Double seaming type drilling and stirring machine
CN106065616A (en) Broken line occlusion drill
CN106223321A (en) Twin-lock connects brill and stirs machine
CN106049452A (en) Double opening-locking drilling and stirring machine
CN106245632A (en) Double sockets bore and stir machine

Legal Events

Date Code Title Description
C06 Publication
PB01 Publication
WW01 Invention patent application withdrawn after publication

Application publication date: 20161207

WW01 Invention patent application withdrawn after publication