CN105821866A - Occlusive cross-shaped pile wall - Google Patents

Occlusive cross-shaped pile wall Download PDF

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Publication number
CN105821866A
CN105821866A CN201610296225.5A CN201610296225A CN105821866A CN 105821866 A CN105821866 A CN 105821866A CN 201610296225 A CN201610296225 A CN 201610296225A CN 105821866 A CN105821866 A CN 105821866A
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CN
China
Prior art keywords
tool post
pile
trapezoidal tool
concrete
recessed
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Withdrawn
Application number
CN201610296225.5A
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Chinese (zh)
Inventor
王乐贵
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Individual
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Individual
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Priority to CN201610296225.5A priority Critical patent/CN105821866A/en
Publication of CN105821866A publication Critical patent/CN105821866A/en
Withdrawn legal-status Critical Current

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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 DRILLING; MINING
    • E21B—EARTH DRILLING, e.g. DEEP 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 DRILLING; MINING
    • E21B—EARTH DRILLING, e.g. DEEP 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

Abstract

Mechanical equipment for manufacturing an occlusive cross-shaped pile wall comprises an occlusive pile forming machine and an octagonal pile forming machine. Multiple concrete occlusive piles are manufactured, wherein every two concrete occlusive piles are arranged at an octagonal pile interval; then in the interval between every two occlusive piles, a concrete octagonal pile is manufactured through the octagonal pile forming machine according to the working manner of the octagonal pile forming machine, then two concrete occlusive piles are manufactured at the front end and the rear end of each octagonal pile correspondingly, a convex trapezoid of the front end of each octagonal pile is matched with a concave trapezoid of the corresponding concrete occlusive pile at the front end, and a convex trapezoid of the rear end of each octagonal pile is matched with a concave trapezoid of the concrete occlusive pile at the rear end; and in this way, a pile wall characterized in that the concrete octagonal piles are connected with the corresponding concrete occlusive pile between every two octagonal piles and concrete occlusive piles on the front portions and rear portions of the octagonal piles in an occlusive manner is formed and used for earth retaining and leakage prevention of building foundations.

Description

Occlusion cross piling wall
Technical field
The present invention relates to a kind of combination piling wall, the interlocking pile used in a kind of building foundation engineering is mutually twisted a kind of of formation and is engaged cross piling wall with octagon stake.
Background technology
At present, pile body formed by the cement-soil mixing pile machine of other pattern is all the assembly of multiple soil cement cylinder, be not be mutually twisted soil cement compound pile wall.
Summary of the invention
The invention provides a kind of interlocking pile and be mutually twisted a kind of plant equipment being engaged cross piling wall of formation with octagon stake.
The present invention is achieved through the following technical solutions:
A kind of plant equipment manufacturing occlusion cross piling wall, including interlocking pile pile-formation machine and octagon stake pile-formation machine.
The concrete structure of interlocking pile pile-formation machine includes: the middle upper portion of steel pipe support is fixed in the lower end of drilling rod one, the middle lower portion of steel pipe support is fixed on the upper end of steel plate support two, the shell middle upper portion of motor two is fixed in the lower end of steel plate support two, the front end output shaft of motor two is fixed with front semi-convex trapezoidal tool post, and the rear end output shaft of motor two is fixed with rear semi-convex trapezoidal tool post；The upper end of steel plate support one is fixed in the left end bottom of steel pipe support, the shell middle upper portion of motor one is fixed in the lower end of steel plate support one, the front end output shaft of motor one is fixed with the recessed trapezoidal tool post one of first half, and the rear end output shaft of motor one is fixed with later half recessed trapezoidal tool post one；The upper end of steel plate support three is fixed in the right-hand member bottom of steel pipe support, the shell middle upper portion of motor three is fixed in the lower end of steel plate support three, the front end output shaft of motor three is fixed with the recessed trapezoidal tool post two of first half, and the rear end output shaft of motor three is fixed with later half recessed trapezoidal tool post two；The recessed trapezoidal tool post one of first half and later half recessed trapezoidal tool post one form a umbilicate recessed trapezoidal tool post, the recessed trapezoidal tool post two of first half and later half recessed trapezoidal tool post two form another umbilicate recessed trapezoidal tool post, and the side surface of each recessed trapezoidal tool post is separately installed with multiple cutter head；Front semi-convex trapezoidal tool post and rear semi-convex trapezoidal tool post form the convex trapezoidal tool post that a centre is convex, and the side surface of convex trapezoidal tool post is provided with multiple cutter head；The convex trapezoidal of the recessed trapezoidal and convex trapezoidal tool post cross section of recessed trapezoidal tool post cross section is coincide.
Octagon stake pile-formation machine includes following structure: the upper end of the lower end fixed motor four of drilling rod two, motor four lower end is provided with change speed gear box, and the output shaft of change speed gear box lower end is fixed with drill bit two；The left end of change speed gear box, right-hand member, rear end, front end export a power transmission shaft respectively, and the outer end of each power transmission shaft fixes a tulwar respectively.
The present invention has a following feature:
The present invention can manufacture the piling wall that the concrete interlocking pile at the concrete interlocking pile between multiple concrete octagon stake and each two octagon stake and octagon stake front portion and rear portion 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 the present invention；
Fig. 2 is the rearview of the present invention
Fig. 3 is the A A view of Fig. 1；
Fig. 4 is the structural representation of octagon stake pile-formation machine；
Fig. 5 is the B B view of Fig. 3；
Fig. 6 is the cross-sectional view that interlocking pile is mutually twisted the cross piling wall of formation with octagon stake.
In figure: 1, drilling rod one, 2, steel pipe support, 3, steel plate support one, 4, steel plate support two, 5, steel plate support three, 6, motor one, 7, motor two, 8, motor three, 9, the recessed trapezoidal tool post one of first half, 10, front semi-convex trapezoidal tool post, 11, the recessed trapezoidal tool post two of first half, 12, cutter head, 13, later half recessed trapezoidal tool post one, 14, rear semi-convex trapezoidal tool post, 15, later half recessed trapezoidal tool post two, 16, output shaft；21, drilling rod two, 22, motor four, 23, change speed gear box, 24, drill bit two, 25, power transmission shaft, 26, tulwar.
Detailed description of the invention
Accompanying drawing is a kind of specific embodiment of the present invention, and this embodiment includes interlocking pile pile-formation machine and octagon stake pile-formation machine.
Interlocking pile pile-formation machine includes the structure in Fig. 1, Fig. 2, Fig. 3, concrete structure is: the middle upper portion of steel pipe support 2 is fixed in the lower end of drilling rod 1, the middle lower portion of steel pipe support is fixed on the upper end of steel plate support 24, the shell middle upper portion of motor 27 is fixed in the lower end of steel plate support two, the front end output shaft 16 of motor two is fixed with front semi-convex trapezoidal tool post 10, and the rear end output shaft of motor two is fixed with rear semi-convex trapezoidal tool post 14；The upper end of steel plate support 1 is fixed in the left end bottom of steel pipe support, the shell middle upper portion of motor 1 is fixed in the lower end of steel plate support one, the front end output shaft 16 of motor one is fixed with the recessed trapezoidal tool post 1 of first half, and the rear end output shaft of motor one is fixed with later half recessed trapezoidal tool post 1；The upper end of steel plate support 35 is fixed in the right-hand member bottom of steel pipe support, the shell middle upper portion of motor 38 is fixed in the lower end of steel plate support three, the front end output shaft of motor three is fixed with the recessed trapezoidal tool post 2 11 of first half, and the rear end output shaft of motor three is fixed with later half recessed trapezoidal tool post 2 15；The recessed trapezoidal tool post one of first half and later half recessed trapezoidal tool post one form a umbilicate recessed trapezoidal tool post, the recessed trapezoidal tool post two of first half and later half recessed trapezoidal tool post two form another umbilicate recessed trapezoidal tool post, and the side surface of each recessed trapezoidal tool post is separately installed with multiple cutter head 12；Front semi-convex trapezoidal tool post and rear semi-convex trapezoidal tool post form the convex trapezoidal tool post that a centre is convex, and the side surface of convex trapezoidal tool post is provided with multiple cutter head 12；The convex trapezoidal of the recessed trapezoidal and convex trapezoidal tool post cross section of recessed trapezoidal tool post cross section is coincide.
Interlocking pile pile-formation machine is also equipped with grouting pump, during work, the position between grouting pump trapezoidal tool post recessed to the left side and the convex trapezoidal tool post in centre and between the convex trapezoidal tool post of the recessed trapezoidal tool post in the right and centre irrigates water under high pressure respectively, motor one drives the recessed trapezoidal tool post one of first half and the rotating forward of later half recessed trapezoidal tool post one, motor three drives the recessed trapezoidal tool post two of first half and the reversion of later half recessed trapezoidal tool post two, motor two drives front semi-convex trapezoidal tool post to rotate forward, after motor two drives, semi-convex trapezoidal tool post inverts, the recessed trapezoidal tool post one of first half, later half recessed trapezoidal tool post one, the recessed trapezoidal tool post two of first half, later half recessed trapezoidal tool post two and front semi-convex trapezoidal tool post, rear semi-convex trapezoidal tool post in rotation by the soil cutting of its lower end；Left end is cut into recessed bathrocephaly in rotation by the recessed trapezoidal tool post one of first half, later half recessed trapezoidal tool post one, and right-hand member is cut into recessed bathrocephaly in rotation by the recessed trapezoidal tool post two of first half, later half recessed trapezoidal tool post two；The soil body machined away is mixed in mud, and water under high pressure constantly fills, and mud constantly flows out from hole, and drilling rod one forms about one two ends and is respectively provided with the hole body of recessed bathrocephaly, casting concrete in this hole body during being pressed into downwards, form concrete interlocking pile.
Octagon stake pile-formation machine includes the structure in Fig. 4, Fig. 5；Concrete structure is as follows: the upper end of the lower end fixed motor 4 22 of drilling rod 2 21, and motor four lower end is provided with change speed gear box 23, and the output shaft of change speed gear box lower end is fixed with drill bit 2 24；The left end of change speed gear box, right-hand member, front end, rear end export a power transmission shaft 25 respectively, and the outer end of each power transmission shaft fixes a tulwar 26 respectively.
The specific works mode of octagon stake pile-formation machine is as follows: during work, grouting pump irrigates water under high pressure to drill bit two, motor four drives change speed gear box to operate, change speed gear box drives drill bit two to rotate in operation process, drill bit two in rotary course by the soil cutting of drill bit two lower end；Change speed gear box drives left end, right-hand member, front end, the power transmission shaft of rear end to drive a tulwar to rotate respectively in operation process respectively, and the circular cut that drill bit two is formed is become octagon in rotary course by four tulwars；The soil body machined away is mixed in mud, and water under high pressure constantly fills, and mud constantly flows out from octagon hole, and drilling rod two forms the octagon hole of certain depth during being pressed into, casting concrete, formation concrete octagon stake in this hole.
The convex trapezoidal of the recessed trapezoidal and octagon each edge place of interlocking pile is coincide.
Interlocking pile pile-formation machine is as follows with the working method of octagon stake pile-formation machine manufacture combination cross piling wall: in the original position needing pile axis, a concrete interlocking pile is manufactured according to the working method of above-mentioned interlocking pile pile-formation machine with interlocking pile pile-formation machine, distance in one the octagon stake in interval of the right side of this interlocking pile manufactures second concrete interlocking pile, so manufacture one, multiple intervals octagon pilespacing from concrete interlocking pile；When the concrete strength of the interlocking pile on both sides reaches a timing, again in the distance between each two interlocking pile, manufacture a concrete octagon stake with octagon stake pile-formation machine according to the working method of above-mentioned octagon stake pile-formation machine, make convex trapezoidal recessed trapezoidal, the convex trapezoidal of concrete octagon stake right-hand member being fit to left side interlocking pile right-hand member of the concrete octagon stake left end between each two concrete interlocking pile be fit to the recessed trapezoidal of the right concrete interlocking pile left end；When the concrete strength of octagon stake reaches a timing, before and after each octagon stake, two ends manufacture a concrete interlocking pile respectively again, make convex trapezoidal recessed trapezoidal, the convex trapezoidal of octagon stake rear end being fit to front end concrete interlocking pile of octagon stake front end be fit to the recessed trapezoidal of rear end concrete interlocking pile；It is thusly-formed the piling wall that the concrete interlocking pile at the concrete interlocking pile between multiple concrete octagon stake and each two octagon stake and octagon stake front portion and rear portion is mutually twisted, for gear soil, the antiseep on building basis.

Claims (3)

1. manufacture a plant equipment for occlusion cross piling wall, including interlocking pile pile-formation machine and octagon stake pile-formation machine；It is characterized in that:
The concrete structure of described interlocking pile pile-formation machine includes: the middle upper portion of steel pipe support (2) is fixed in the lower end of drilling rod one (1), the middle lower portion of steel pipe support is fixed on the upper end of steel plate support two (4), the shell middle upper portion of motor two (7) is fixed in the lower end of steel plate support two, the front end output shaft (16) of motor two is fixed with front semi-convex trapezoidal tool post (10), and the rear end output shaft of motor two is fixed with rear semi-convex trapezoidal tool post (14)；The upper end of steel plate support one (3) is fixed in the left end bottom of steel pipe support, the shell middle upper portion of motor one (6) is fixed in the lower end of steel plate support one, the front end output shaft (16) of motor one is fixed with the recessed trapezoidal tool post one (9) of first half, and the rear end output shaft of motor one is fixed with later half recessed trapezoidal tool post one (13)；The upper end of steel plate support three (5) is fixed in the right-hand member bottom of steel pipe support, the shell middle upper portion of motor three (8) is fixed in the lower end of steel plate support three, the front end output shaft of motor three is fixed with the recessed trapezoidal tool post two (11) of first half, and the rear end output shaft of motor three is fixed with later half recessed trapezoidal tool post two (15)；The recessed trapezoidal tool post one of first half and later half recessed trapezoidal tool post one form a umbilicate recessed trapezoidal tool post, the recessed trapezoidal tool post two of first half and later half recessed trapezoidal tool post two form another umbilicate recessed trapezoidal tool post, and the side surface of each recessed trapezoidal tool post is separately installed with multiple cutter head (12)；Front semi-convex trapezoidal tool post and rear semi-convex trapezoidal tool post form the convex trapezoidal tool post that a centre is convex, and the side surface of convex trapezoidal tool post is provided with multiple cutter head (12)；
During the work of described interlocking pile pile-formation machine, the position between grouting pump trapezoidal tool post recessed to the left side and the convex trapezoidal tool post in centre and between the convex trapezoidal tool post of the recessed trapezoidal tool post in the right and centre irrigates water under high pressure respectively, motor one drives the recessed trapezoidal tool post one of first half and the rotating forward of later half recessed trapezoidal tool post one, motor three drives the recessed trapezoidal tool post two of first half and the reversion of later half recessed trapezoidal tool post two, motor two drives front semi-convex trapezoidal tool post to rotate forward, after motor two drives, semi-convex trapezoidal tool post inverts, the recessed trapezoidal tool post one of first half, later half recessed trapezoidal tool post one, the recessed trapezoidal tool post two of first half, later half recessed trapezoidal tool post two and front semi-convex trapezoidal tool post, rear semi-convex trapezoidal tool post in rotation by the soil cutting of its lower end；Left end is cut into recessed bathrocephaly in rotation by the recessed trapezoidal tool post one of first half, later half recessed trapezoidal tool post one, and right-hand member is cut into recessed bathrocephaly in rotation by the recessed trapezoidal tool post two of first half, later half recessed trapezoidal tool post two；The soil body machined away is mixed in mud, and water under high pressure constantly fills, and mud constantly flows out from hole, and drilling rod one forms about one two ends and is respectively provided with the hole body of recessed bathrocephaly, casting concrete in this hole body during being pressed into downwards, form concrete interlocking pile；
The concrete structure of described octagon stake pile-formation machine includes: the upper end of the lower end fixed motor 4 22 of drilling rod 2 21, and motor four lower end is provided with change speed gear box 23, and the output shaft of change speed gear box lower end is fixed with drill bit 2 24；The left end of change speed gear box, right-hand member, front end, rear end export a power transmission shaft 25 respectively, and the outer end of each power transmission shaft fixes a tulwar 26 respectively；
The specific works mode of described octagon stake pile-formation machine: during work, grouting pump irrigates water under high pressure to drill bit two, motor four drives change speed gear box to operate, change speed gear box drives drill bit two to rotate in operation process, drill bit two in rotary course by the soil cutting of drill bit two lower end；Change speed gear box drives left end, right-hand member, front end, the power transmission shaft of rear end to drive a tulwar to rotate respectively in operation process respectively, and the circular cut that drill bit two is formed is become octagon in rotary course by four tulwars；The soil body machined away is mixed in mud, and water under high pressure constantly fills, and mud constantly flows out from octagon hole, and drilling rod two forms the octagon hole of certain depth during being pressed into, casting concrete, formation concrete octagon stake in this hole；
Described interlocking pile pile-formation machine combines the working method of cross piling wall with octagon stake pile-formation machine manufacture: in the original position needing pile axis, a concrete interlocking pile is manufactured according to the working method of above-mentioned interlocking pile pile-formation machine with interlocking pile pile-formation machine, distance in one the octagon stake in interval of the right side of this interlocking pile manufactures second concrete interlocking pile, so manufacture one, multiple intervals octagon pilespacing from concrete interlocking pile；When the concrete strength of the interlocking pile on both sides reaches a timing, again in the distance between each two interlocking pile, manufacture a concrete octagon stake with octagon stake pile-formation machine according to the working method of above-mentioned octagon stake pile-formation machine, make convex trapezoidal recessed trapezoidal, the convex trapezoidal of concrete octagon stake right-hand member being fit to left side interlocking pile right-hand member of the concrete octagon stake left end between each two concrete interlocking pile be fit to the recessed trapezoidal of the right concrete interlocking pile left end；When the concrete strength of octagon stake reaches a timing, before and after each octagon stake, two ends manufacture a concrete interlocking pile respectively again, make convex trapezoidal recessed trapezoidal, the convex trapezoidal of octagon stake rear end being fit to front end concrete interlocking pile of octagon stake front end be fit to the recessed trapezoidal of rear end concrete interlocking pile；It is thusly-formed the piling wall that the concrete interlocking pile at the concrete interlocking pile between multiple concrete octagon stake and each two octagon stake and octagon stake front portion and rear portion is mutually twisted, for gear soil, the antiseep on building basis.
2. according to a kind of plant equipment manufacturing occlusion cross piling wall described in claim, it is characterised in that: the convex trapezoidal of the recessed trapezoidal and octagon each edge place of described interlocking pile is coincide.
3. according to a kind of plant equipment manufacturing occlusion cross piling wall described in claim, it is characterised in that: the convex trapezoidal of the recessed trapezoidal and convex trapezoidal tool post cross section of the recessed trapezoidal tool post cross section of described interlocking pile pile-formation machine is coincide.
CN201610296225.5A 2016-05-09 2016-05-09 Occlusive cross-shaped pile wall Withdrawn CN105821866A (en)

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CN201610296225.5A CN105821866A (en) 2016-05-09 2016-05-09 Occlusive cross-shaped pile wall

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Application Number Priority Date Filing Date Title
CN201610296225.5A CN105821866A (en) 2016-05-09 2016-05-09 Occlusive cross-shaped pile wall

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Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105735301A (en) * 2016-05-09 2016-07-06 吕文娥 Buckled cross-shaped pile wall
CN105821871A (en) * 2016-05-09 2016-08-03 吕文娥 Inserting opening connection type V-shaped broken-line pile wall
CN105862825A (en) * 2016-05-09 2016-08-17 吕文娥 Y-shaped socket buckling connection piling wall
CN105862826A (en) * 2016-05-09 2016-08-17 吕文娥 Y-shaped socket buckling connection piling wall

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105735301A (en) * 2016-05-09 2016-07-06 吕文娥 Buckled cross-shaped pile wall
CN105821871A (en) * 2016-05-09 2016-08-03 吕文娥 Inserting opening connection type V-shaped broken-line pile wall
CN105862825A (en) * 2016-05-09 2016-08-17 吕文娥 Y-shaped socket buckling connection piling wall
CN105862826A (en) * 2016-05-09 2016-08-17 吕文娥 Y-shaped socket buckling connection piling wall

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Application publication date: 20160803