CN105507264A - Trapezoidal buckling equipment with cross piles and rectangular piles - Google Patents

Trapezoidal buckling equipment with cross piles and rectangular piles Download PDF

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Publication number
CN105507264A
CN105507264A CN201511012286.6A CN201511012286A CN105507264A CN 105507264 A CN105507264 A CN 105507264A CN 201511012286 A CN201511012286 A CN 201511012286A CN 105507264 A CN105507264 A CN 105507264A
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CN
China
Prior art keywords
transmission case
fixed
cross
right
trapezoidal
Prior art date
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CN201511012286.6A
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Chinese (zh)
Inventor
叶连国
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叶连国
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Priority to CN201511012286.6A priority Critical patent/CN105507264A/en
Publication of CN105507264A publication Critical patent/CN105507264A/en

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    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D5/00Bulkheads, piles, or other structural elements specially adapted to foundation engineering
    • E02D5/22Piles
    • E02D5/34Concrete or concrete-like piles cast in position ; Apparatus for making same
    • E02D5/46Concrete or concrete-like piles cast in position ; Apparatus for making same making in situ by forcing bonding agents into gravel fillings or the soil
    • EFIXED CONSTRUCTIONS
    • E21EARTH DRILLING; MINING
    • E21BEARTH DRILLING, e.g. DEEP DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
    • E21B4/00Drives used in the borehole
    • E21B4/16Plural down-hole drives, e.g. for combined percussion and rotary drilling; Drives for multi-bit drilling units
    • EFIXED CONSTRUCTIONS
    • E21EARTH DRILLING; MINING
    • E21BEARTH DRILLING, e.g. DEEP DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
    • E21B7/00Special methods or apparatus for drilling
    • E21B7/001Drilling a non circular hole
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D2200/00Geometrical or physical properties
    • E02D2200/16Shapes
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D2200/00Geometrical or physical properties
    • E02D2200/16Shapes
    • E02D2200/1628Shapes rectangular
    • E02D2200/1635Shapes rectangular made from single element
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D2200/00Geometrical or physical properties
    • E02D2200/16Shapes
    • E02D2200/165Shapes polygonal
    • E02D2200/1657Shapes polygonal made from single element

Abstract

The invention relates to trapezoidal buckling equipment with cross piles and rectangular piles. A plurality of cross concrete buckling piles at internals of a rectangular buckling pile are manufactured. When the concrete of the cross buckling piles at the two edges achieves a certain strength, a rectangular pile forming machine manufactures a rectangular cement soil buckling pile in the space between every two cross concrete buckling piles according to the working mode of the rectangular pile forming machine; the convex trapezoidal end head at the left end of the rectangular buckling pile between every two cross concrete buckling piles is fitted with the concave trapezoidal end head at the right end of the left cross concrete buckling pile, and the concave trapezoidal end head at the right end of the rectangular buckling pile is fitted with the convex trapezoidal end head at the left end of the right cross concrete buckling pile. Thus, a pile wall formed by the mutually trapezoidal buckling of a plurality of cross concrete buckling piles and the rectangular cement soil buckling piles between every two cross concrete buckling piles is formed, and the pile wall is used for soil blocking and leakage prevention for building foundations.

Description

Cross pile and the trapezoidal eye-splice equipment of rectangular pile

Technical field

The present invention relates to the cross pile and the trapezoidal eye-splice equipment of rectangular pile that use in a kind of trapezoidal eye-splice equipment, particularly a kind of building foundation engineering.

Background technology

Cement-soil pile forming machine is by the multiple drill bit rotational of power drive, the earth of drill bit bottom cuts and stirs into cement earth pile with cement paste by multiple drill bit in rotation process, at present, formed by the Soil-cement rig of other pattern, pile body is all the assembly of multiple cement-soil cylinder, is not the mutual eye-splice piling wall of cross concrete pile and rectangle cement earth pile.

Summary of the invention

The present invention compensate for above shortcoming, provides a kind of cross pile and the trapezoidal eye-splice equipment of rectangular pile that can manufacture cross concrete pile body and the mutual trapezoidal eye-splice of rectangle cement soil pile.

The present invention is achieved through the following technical solutions:

A kind of cross pile and the trapezoidal eye-splice equipment of rectangular pile, comprise cross pile pile forming machine and rectangular pile pile forming machine.

Cross pile pile forming machine comprises following structure: compress into bar one lower end and be fixed on motor one upper end, motor one lower end is fixed with transmission case five; Compress into bar one bottom left end and be fixed with cross bar one, cross bar one left end bottom is fixed with armstand one, armstand one lower end is fixed with transmission case one, compress into bar one bottom right-hand member and be fixed with cross bar two, cross bar two right-hand member bottom is fixed with armstand two, armstand two lower end is fixed with transmission case two, compress into bar one lower front part and be fixed with cross bar three, cross bar three front lower portion is fixed with armstand three, armstand three lower end is fixed with transmission case three, compress into rear end, bar one bottom and be fixed with cross bar four, cross bar four rear end lower is fixed with armstand four, and armstand four lower end is fixed with transmission case four; The lower end of transmission case one, transmission case two, transmission case three, transmission case four, transmission case five is respectively equipped with a drilling rod, and each drilling rod lower end fixes a drill bit respectively; Be connected with one respectively between transmission case five and transmission case one, between transmission case five and transmission case two and turn round axle one, be connected with one respectively between transmission case five and transmission case three, between transmission case five and transmission case four and turn round axle two, each both sides turning round axle one are respectively equipped with one and stir cutter one, each stir that cutter one is fixed on its place by a tool arm turn round axle one, each both sides turning round axle two are respectively equipped with one and stir cutter two, each stir that cutter two is fixed on its place by a tool arm turn round axle two; The right back of transmission case two and right front export one respectively and turn round axle three, and each right-hand member turning round axle three fixes a trapezoidal cutter one respectively, and the left end of transmission case one exports one and turns round axle four, and the left end turning round axle four fixes a trapezoidal cutter two.

Rectangular pile pile forming machine comprises following structure: compress into bar two lower end and be fixed on motor two upper end, driving box three upper end is fixed in motor two lower end; Compress into bar two bottom left end and be fixed with transverse arm one, the left end bottom of transverse arm one is fixed with vertical rod one, and the lower end of vertical rod one is fixed with driving box one, compresses into bar two bottom right-hand member and is fixed with transverse arm two, the right-hand member bottom of transverse arm two is fixed with vertical rod two, and the lower end of vertical rod two is fixed with driving box two; The lower end of driving box one, driving box two, driving box three is respectively equipped with a drilling rod, and the lower end of each drilling rod is respectively equipped with a drill bit; Be respectively equipped with a driving shaft one between driving box three and driving box one, between driving box three and driving box two, a linking arm is fixed on the middle both sides of every driving shaft one respectively, and the outer end of each linking arm fixes a stirring cutter respectively; The right back of driving box two and right front export a driving shaft two respectively, and the right-hand member of each driving shaft two fixes a trapezoidal cutter one respectively; The left end of driving box one exports a driving shaft three, and the left end of driving shaft three fixes a trapezoidal cutter two.

The present invention has following feature:

The present invention can manufacture the piling wall of cross concrete pile body and the mutual trapezoidal eye-splice of rectangle cement soil pile, for gear soil, the antiseepage of building foundation.

Accompanying drawing explanation

Below in conjunction with accompanying drawing, the present invention is further illustrated:

Fig. 1 is the front elevation drawing of cross pile pile forming machine;

Fig. 2 is the rear elevation of cross pile pile forming machine;

Fig. 3 is A-A direction view of Fig. 1;

Fig. 4 is B-B view of Fig. 1;

Fig. 5 is the structural representation of rectangular pile pile forming machine;

Fig. 6 is D-D view of Fig. 5;

Fig. 7 is the cross-sectional view of cross pile and the trapezoidal eye-splice of rectangular pile.

In figure: 1, compress into bar one, 2, motor one, 3, transmission case five, 4, transmission case one, 5, transmission case two, 6, cross bar one, 7, cross bar two, 8, turn round axle one, 9, stir cutter one, 10, armstand one, 11, armstand two, 12, drilling rod, 13, drill bit, 14, cross bar three, 15, armstand three, 16, transmission case three, 17, cross bar four, 18, armstand four, 19, transmission case four, 20, turn round axle two, 21, tool arm, 22, stir cutter two, 23, axle three is turned round, 24, trapezoidal cutter one, 25, turn round axle four, 26, trapezoidal cutter two; 31, compress into bar two, 32, motor two, 33, driving box three, 34, driving box one, 35, driving box two, 36, transverse arm one, 37, transverse arm two, 38, driving shaft one, 39, stir cutter, 40, vertical rod one, 41, vertical rod two, 44, driving shaft two, 46, linking arm, 47, driving shaft three.

Detailed description of the invention

Accompanying drawing is a kind of specific embodiment of the present invention, and this embodiment comprises cross pile pile forming machine and rectangular pile pile forming machine.

Cross pile pile forming machine comprises the structure in Fig. 1, Fig. 2, Fig. 3, Fig. 4, concrete structure is as follows: compress into bar 1 lower end and be fixed on motor 1 upper end, motor one lower end is fixed with transmission case 53, compress into bar one bottom left end and be fixed with cross bar 1, cross bar one left end bottom is fixed with armstand 1, armstand one lower end is fixed with transmission case 1, compress into bar one bottom right-hand member and be fixed with cross bar 27, cross bar two right-hand member bottom is fixed with armstand 2 11, armstand two lower end is fixed with transmission case 25, compress into bar one lower front part and be fixed with cross bar 3 14, cross bar three front lower portion is fixed with armstand 3 15, armstand three lower end is fixed with transmission case 3 16, compress into rear end, bar one bottom and be fixed with cross bar 4 17, cross bar four rear end lower is fixed with armstand 4 18, armstand four lower end is fixed with transmission case 4 19, the lower end of transmission case one, transmission case two, transmission case three, transmission case four, transmission case five is respectively equipped with a drilling rod 12, and each drilling rod lower end fixes a drill bit 13 respectively, be connected with one respectively between transmission case five and transmission case one, between transmission case five and transmission case two and turn round axle 1, be connected with one respectively between transmission case five and transmission case three, between transmission case five and transmission case four and turn round axle 2 20, each both sides turning round axle one are respectively equipped with one and stir cutter 1, each stir that cutter one is fixed on its place by a tool arm 21 turn round axle one, each both sides turning round axle two are respectively equipped with one and stir cutter 2 22, each stir that cutter two is fixed on its place by a tool arm turn round axle two, the right back of transmission case two and right front export one respectively and turn round axle 3 23, and each right-hand member turning round axle three fixes a trapezoidal cutter 1 respectively, and the left end of transmission case one exports one and turns round axle 4 25, and the left end turning round axle four fixes a trapezoidal cutter 2 26.

The specific works mode of cross pile pile forming machine is as follows: pile frame is also provided with provisions for grouting, during work, provisions for grouting pours into water under high pressure respectively to each drill bit, compress into bar one during work to apply downward to compress into power, motor one drives transmission case five running, on-stream two rotations turning round axle one by left and right of transmission case five drive transmission case one and transmission case two running respectively, and on-stream two rotations turning round axle two by front and back of transmission case five drive transmission case three and transmission case four running respectively; Transmission case two drives in operation process turns round trapezoidal cutter one rotation that axle three drives right-hand member, and transmission case one drives in operation process turns round trapezoidal cutter two rotation that axle four drives left end; The on-stream bit driven respectively by the drilling rod of under it under it of transmission case one, transmission case two, transmission case three, transmission case four, transmission case five; Turn round axle one for two and stir cutter one rotation respectively by the tool arm drive on it in rotation, turn round axle two for two and stir cutter two rotation respectively by the tool arm drive on it in rotation; The soil cutting of its underpart stirs by five drill bits in rotation, stir cutter one, stir cutter two in rotation by be less than between two drill bits bit diameter, the unhewn part soil cutting of drill bit stirs; The soil cutting of right-hand member is become recessed trapezoidal termination by two trapezoidal cuttves one in rotation, and the soil cutting of left end is become convex trapezoidal termination by trapezoidal cutter two in rotation, and the recessed trapezoidal termination of right part and the convex trapezoidal termination of left part match; The soil body cut is mixed in mud, and water under high pressure constantly injects, and mud constantly flows out from hole, compresses into bar one and compresses into process downwards and form left end with convex trapezoidal termination, right-hand member with the cruciform vent of recessed trapezoidal termination.

Rectangular pile pile forming machine comprises the structure in Fig. 5, Fig. 6; Concrete structure is as follows: compress into bar 2 31 lower end and be fixed on motor 2 32 upper end, driving box 3 33 upper end is fixed in motor two lower end; Compress into bar two bottom left end and be fixed with transverse arm 1, the left end bottom of transverse arm one is fixed with vertical rod 1, the lower end of vertical rod one is fixed with driving box 1, compress into bar two bottom right-hand member and be fixed with transverse arm 2 37, the right-hand member bottom of transverse arm two is fixed with vertical rod 2 41, and the lower end of vertical rod two is fixed with driving box 2 35; The lower end of driving box one, driving box two, driving box three is respectively equipped with a drilling rod 12, and the lower end of each drilling rod is respectively equipped with a drill bit 13; Be respectively equipped with a driving shaft 1 between driving box three and driving box one, between driving box three and driving box two, a linking arm 46 is fixed on the middle both sides of every driving shaft one respectively, and the outer end of each linking arm fixes a stirring cutter 39 respectively; The right back of driving box two and right front export a driving shaft 2 44 respectively, and the right-hand member of each driving shaft two fixes a trapezoidal cutter 1 respectively; The left end of driving box one exports a driving shaft three, and the left end of driving shaft three fixes a trapezoidal cutter 2 26.

The specific works mode of rectangular pile pile forming machine is as follows: rectangular pile pile forming machine is also provided with high-pressure pump, during work, high-pressure pump injects cement paste respectively to each drill bit, motor two drives driving box three running, driving box three is operated by the rotating drive driving box one of driving shaft one, driving box two in operation process, and driving box two drives the relative synchronous axial system of driving shaft two of the driving shaft two of right back and right front respectively in operation process, the on-stream driving driving shaft three of driving box one rotates, driving box one, driving box two, driving box three drive drill bit rotational respectively by the drilling rod of its lower end, and the earth of its lower end and cement paste stir by three drill bits in rotation, two driving shafts one drive two linking arms on each driving shaft one to drive respectively and stir cutter around driving shaft one rotation in rotation, stir cutter in rotation process, the part earth and cement paste that are less than bit diameter between every two drill bits to be stirred, two driving shafts two drive trapezoidal cutter one rotation on driving shaft two respectively in rotation, the soil body of the termination of right part and cement paste are stirred into recessed trapezoidal termination by trapezoidal cutter one in rotation, driving shaft three drives trapezoidal cutter two rotation on driving shaft three in rotation, the soil body of the termination of left part and cement paste are stirred into convex trapezoidal termination by trapezoidal cutter two in rotation, the recessed trapezoidal termination of right part and the convex trapezoidal termination of left part match, compress into bar two to compress into process downwards and form left end with convex trapezoidal termination, right-hand member with the cement-soil rectangle eye-splice stake of recessed trapezoidal termination.

Cross pile pile forming machine and rectangular pile pile forming machine associated working process as follows: first in the original position needing pile axis, a cruciform vent is manufactured according to the working method of above-mentioned cross pile pile forming machine with cross pile pile forming machine, concreting, formation concrete cross eye-splice stake in this cruciform vent, on the right side of this concrete cross eye-splice stake, the distance of the rectangle eye-splice stake in interval manufactures second concrete cross eye-splice stake again, so manufacture one, multiple interval rectangle eye-splice pilespacing from multiple concrete cross eye-splice stakes, when the concrete of the cross eye-splice stake on both sides reaches some strength, in spacing again between every two concrete cross eye-splice stakes, a cement-soil rectangle eye-splice stake is manufactured according to the working method of above-mentioned rectangular pile pile forming machine with rectangular pile pile forming machine, the convex trapezoidal termination of the rectangle eye-splice stake left end between every two concrete cross eye-splice stakes is made to be fit to the recessed trapezoidal termination of left side concrete cross eye-splice stake right-hand member, the recessed trapezoidal termination of rectangle eye-splice stake right-hand member is fit to the convex trapezoidal termination of the right concrete cross eye-splice stake left end, the piling wall of the mutual trapezoidal eye-splice of cement-soil rectangle eye-splice stake between the cross eye-splice stake of formation like this multiple concrete and every two concrete cross eye-splice stakes, for the gear soil of building foundation, antiseep.

Claims (1)

1. cross pile and the trapezoidal eye-splice equipment of rectangular pile, comprise cross pile pile forming machine and rectangular pile pile forming machine;
It is characterized in that: the concrete structure of cross pile pile forming machine comprises: compress into bar 1 lower end and be fixed on motor 1 upper end, motor one lower end is fixed with transmission case 53, compress into bar one bottom left end and be fixed with cross bar 1, cross bar one left end bottom is fixed with armstand 1, armstand one lower end is fixed with transmission case 1, compress into bar one bottom right-hand member and be fixed with cross bar 27, cross bar two right-hand member bottom is fixed with armstand 2 11, armstand two lower end is fixed with transmission case 25, compress into bar one lower front part and be fixed with cross bar 3 14, cross bar three front lower portion is fixed with armstand 3 15, armstand three lower end is fixed with transmission case 3 16, compress into rear end, bar one bottom and be fixed with cross bar 4 17, cross bar four rear end lower is fixed with armstand 4 18, armstand four lower end is fixed with transmission case 4 19, the lower end of transmission case one, transmission case two, transmission case three, transmission case four, transmission case five is respectively equipped with a drilling rod 12, and each drilling rod lower end fixes a drill bit 13 respectively, be connected with one respectively between transmission case five and transmission case one, between transmission case five and transmission case two and turn round axle 1, be connected with one respectively between transmission case five and transmission case three, between transmission case five and transmission case four and turn round axle 2 20, each both sides turning round axle one are respectively equipped with one and stir cutter 1, each stir that cutter one is fixed on its place by a tool arm 21 turn round axle one, each both sides turning round axle two are respectively equipped with one and stir cutter 2 22, each stir that cutter two is fixed on its place by a tool arm turn round axle two, the right back of transmission case two and right front export one respectively and turn round axle 3 23, and each right-hand member turning round axle three fixes a trapezoidal cutter 1 respectively, and the left end of transmission case one exports one and turns round axle 4 25, and the left end turning round axle four fixes a trapezoidal cutter 2 26,
During the work of cross pile pile forming machine, provisions for grouting pours into water under high pressure respectively to each drill bit, compress into bar one during work to apply downward to compress into power, motor one drives transmission case five running, on-stream two rotations turning round axle one by left and right of transmission case five drive transmission case one and transmission case two running respectively, and on-stream two rotations turning round axle two by front and back of transmission case five drive transmission case three and transmission case four running respectively; Transmission case two drives in operation process turns round trapezoidal cutter one rotation that axle three drives right-hand member, and transmission case one drives in operation process turns round trapezoidal cutter two rotation that axle four drives left end; The on-stream bit driven respectively by the drilling rod of under it under it of transmission case one, transmission case two, transmission case three, transmission case four, transmission case five; Turn round axle one for two and stir cutter one rotation respectively by the tool arm drive on it in rotation, turn round axle two for two and stir cutter two rotation respectively by the tool arm drive on it in rotation; The soil cutting of its underpart stirs by five drill bits in rotation, stir cutter one, stir cutter two in rotation by be less than between two drill bits bit diameter, the unhewn part soil cutting of drill bit stirs; The soil cutting of right-hand member is become recessed trapezoidal termination by two trapezoidal cuttves one in rotation, and the soil cutting of left end is become convex trapezoidal termination by trapezoidal cutter two in rotation, and the recessed trapezoidal termination of right part and the convex trapezoidal termination of left part match; Compress into bar one to compress into process downwards and form left end with convex trapezoidal termination, right-hand member with the cruciform vent of recessed trapezoidal termination;
The concrete structure of rectangular pile pile forming machine comprises: compress into bar 2 31 lower end and be fixed on motor 2 32 upper end, driving box 3 33 upper end is fixed in motor two lower end; Compress into bar two bottom left end and be fixed with transverse arm 1, the left end bottom of transverse arm one is fixed with vertical rod 1, the lower end of vertical rod one is fixed with driving box 1, compress into bar two bottom right-hand member and be fixed with transverse arm 2 37, the right-hand member bottom of transverse arm two is fixed with vertical rod 2 41, and the lower end of vertical rod two is fixed with driving box 2 35; The lower end of driving box one, driving box two, driving box three is respectively equipped with a drilling rod 12, and the lower end of each drilling rod is respectively equipped with a drill bit 13; Be respectively equipped with a driving shaft 1 between driving box three and driving box one, between driving box three and driving box two, a linking arm 46 is fixed on the middle both sides of every driving shaft one respectively, and the outer end of each linking arm fixes a stirring cutter 39 respectively; The right back of driving box two and right front export a driving shaft 2 44 respectively, and the right-hand member of each driving shaft two fixes a trapezoidal cutter 1 respectively; The left end of driving box one exports a driving shaft three, and the left end of driving shaft three fixes a trapezoidal cutter 2 26;
During the work of rectangular pile pile forming machine, high-pressure pump injects cement paste respectively to each drill bit, motor two drives driving box three running, driving box three is operated by the rotating drive driving box one of driving shaft one, driving box two in operation process, and driving box two drives the relative synchronous axial system of driving shaft two of the driving shaft two of right back and right front respectively in operation process, the on-stream driving driving shaft three of driving box one rotates, driving box one, driving box two, driving box three drive drill bit rotational respectively by the drilling rod of its lower end, and the earth of its lower end and cement paste stir by three drill bits in rotation, two driving shafts one drive two linking arms on each driving shaft one to drive respectively and stir cutter around driving shaft one rotation in rotation, stir cutter in rotation process, the part earth and cement paste that are less than bit diameter between every two drill bits to be stirred, two driving shafts two drive trapezoidal cutter one rotation on driving shaft two respectively in rotation, the soil body of the termination of right part and cement paste are stirred into recessed trapezoidal termination by trapezoidal cutter one in rotation, driving shaft three drives trapezoidal cutter two rotation on driving shaft three in rotation, the soil body of the termination of left part and cement paste are stirred into convex trapezoidal termination by trapezoidal cutter two in rotation, the recessed trapezoidal termination of right part and the convex trapezoidal termination of left part match, compress into bar two to compress into process downwards and form left end with convex trapezoidal termination, right-hand member with the cement-soil rectangle eye-splice stake of recessed trapezoidal termination,
Cross pile pile forming machine and rectangular pile pile forming machine associated working process: first in the original position needing pile axis, a cruciform vent is manufactured according to the working method of above-mentioned cross pile pile forming machine with cross pile pile forming machine, concreting, formation concrete cross eye-splice stake in this cruciform vent, on the right side of this concrete cross eye-splice stake, the distance of the rectangle eye-splice stake in interval manufactures second concrete cross eye-splice stake again, so manufacture one, multiple interval rectangle eye-splice pilespacing from multiple concrete cross eye-splice stakes, when the concrete of the cross eye-splice stake on both sides reaches some strength, in spacing again between every two concrete cross eye-splice stakes, a cement-soil rectangle eye-splice stake is manufactured according to the working method of above-mentioned rectangular pile pile forming machine with rectangular pile pile forming machine, the convex trapezoidal termination of the rectangle eye-splice stake left end between every two concrete cross eye-splice stakes is made to be fit to the recessed trapezoidal termination of left side concrete cross eye-splice stake right-hand member, the recessed trapezoidal termination of rectangle eye-splice stake right-hand member is fit to the convex trapezoidal termination of the right concrete cross eye-splice stake left end, the piling wall of the mutual trapezoidal eye-splice of cement-soil rectangle eye-splice stake between the cross eye-splice stake of formation like this multiple concrete and every two concrete cross eye-splice stakes, for the gear soil of building foundation, antiseep.
CN201511012286.6A 2015-12-31 2015-12-31 Trapezoidal buckling equipment with cross piles and rectangular piles CN105507264A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201511012286.6A CN105507264A (en) 2015-12-31 2015-12-31 Trapezoidal buckling equipment with cross piles and rectangular piles

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Application Number Priority Date Filing Date Title
CN201511012286.6A CN105507264A (en) 2015-12-31 2015-12-31 Trapezoidal buckling equipment with cross piles and rectangular piles

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Cited By (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105735292A (en) * 2016-04-23 2016-07-06 刘兰花 Equal-width pile and cross pile locking and buckling connecting facility
CN105804647A (en) * 2016-04-23 2016-07-27 刘兰花 Engaged T-shaped pile manufacturing device
CN105804646A (en) * 2016-04-23 2016-07-27 刘兰花 Lock catch X pile forming machine
CN105804645A (en) * 2016-04-23 2016-07-27 刘兰花 Jointing pile manufacturing device
CN105908731A (en) * 2016-06-29 2016-08-31 李琳琳 Inserted and buckled combined cross connecting pile
CN105908730A (en) * 2016-06-29 2016-08-31 李琳琳 Locked combined cross sequence pile
CN105908728A (en) * 2016-06-29 2016-08-31 李琳琳 Inserted cross connecting pile
CN105908729A (en) * 2016-06-29 2016-08-31 李琳琳 Inserted and connected combined cross connecting pile
CN106049472A (en) * 2016-06-29 2016-10-26 李琳琳 Combined cross-shaped sequence pile

Cited By (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105735292A (en) * 2016-04-23 2016-07-06 刘兰花 Equal-width pile and cross pile locking and buckling connecting facility
CN105804647A (en) * 2016-04-23 2016-07-27 刘兰花 Engaged T-shaped pile manufacturing device
CN105804646A (en) * 2016-04-23 2016-07-27 刘兰花 Lock catch X pile forming machine
CN105804645A (en) * 2016-04-23 2016-07-27 刘兰花 Jointing pile manufacturing device
CN105908731A (en) * 2016-06-29 2016-08-31 李琳琳 Inserted and buckled combined cross connecting pile
CN105908730A (en) * 2016-06-29 2016-08-31 李琳琳 Locked combined cross sequence pile
CN105908728A (en) * 2016-06-29 2016-08-31 李琳琳 Inserted cross connecting pile
CN105908729A (en) * 2016-06-29 2016-08-31 李琳琳 Inserted and connected combined cross connecting pile
CN106049472A (en) * 2016-06-29 2016-10-26 李琳琳 Combined cross-shaped sequence pile

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