CN105735298A - Inserting cross-shaped pile wall - Google Patents
Inserting cross-shaped pile wall Download PDFInfo
- Publication number
- CN105735298A CN105735298A CN201610296226.XA CN201610296226A CN105735298A CN 105735298 A CN105735298 A CN 105735298A CN 201610296226 A CN201610296226 A CN 201610296226A CN 105735298 A CN105735298 A CN 105735298A
- Authority
- CN
- China
- Prior art keywords
- tool post
- trapezoidal tool
- pile
- stake
- recessed trapezoidal
- 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- Withdrawn
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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
- E02D5/22—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
- E21B7/00—Special methods or apparatus for drilling
- E21B7/001—Drilling a non circular hole
Abstract
The invention provides mechanical equipment for manufacturing an inserting cross-shaped pile wall. The mechanical equipment comprises an inserting-pile pile forming machine and an octagonal-pile pile forming machine; a plurality of concrete inserting piles which are arrayed at an interval of the distance of one octagonal pile are manufactured; a cement octagonal pile is manufactured in the distance between each two inserting piles by utilizing the octagonal-pile pile forming machine according to a working manner of the octagonal-pile pile forming machine; one concrete inserting pile is manufactured at each of the front and back ends of each octagonal pile, so that a convex trapezoid shape at the front end of each octagonal pile is matched with a concave trapezoid shape of the concrete inserting pile at the front end and the convex trapezoid shape at the rear end of each octagonal pile is matched with the concave trapezoid shape of the concrete inserting pile at the rear end; therefore, the pile wall is formed by the plurality of cement octagonal piles, the concrete inserting pile between each two octagonal piles and the concrete inserting piles at the front parts and the rear parts of the octagonal piles in a manner of mutually inserting and is used for soil blocking and leakage prevention of building foundations.
Description
Technical field
The present invention relates to the one that stake and octagon stake plug together formation mutually that plugs together used in a kind of combination piling wall, particularly a kind of building foundation engineering and plug together cross piling wall.
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 mutually plug together soil cement compound pile wall.
Summary of the invention
The invention provides and a kind of plug together stake and octagon stake and mutually plug together a kind of plant equipment plugging together cross piling wall of formation.
The present invention is achieved through the following technical solutions:
A kind of manufacture plugs together the plant equipment of cross piling wall, including plugging together a pile-formation machine and octagon stake pile-formation machine.
The concrete structure plugging together a 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, and 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 following feature:
The present invention can manufacture the concrete between multiple soil cement octagon stake and each two octagon stake and plug together the anterior concrete with rear portion of stake and octagon stake and plug together the piling wall that stake plugs together mutually, for the gear soil on building basis, antiseep.
Accompanying drawing explanation
Below in conjunction with accompanying drawing, the present invention is further illustrated:
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 plugging together the cross piling wall that stake mutually plugs together 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 plugging together a pile-formation machine and octagon stake pile-formation machine.
Plug together the structure that a pile-formation machine includes 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.
Plug together a pile-formation machine and be also equipped with grouting pump, during work, the position between the convex trapezoidal tool post of the recessed trapezoidal tool post in the left side and centre and between the convex trapezoidal tool post of the recessed trapezoidal tool post in the right and centre is irrigated water under high pressure by grouting pump 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 reverses, 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 by the recessed trapezoidal tool post one of first half, later half recessed trapezoidal tool post one in rotation, and right-hand member is cut into recessed bathrocephaly by the recessed trapezoidal tool post two of first half, later half recessed trapezoidal tool post two in rotation；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 is pressed in process downwards and forms about one two ends is respectively provided with the hole body of recessed bathrocephaly, casting concrete in this hole body, forms concrete and plugs together stake.
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 is to drill bit two grout injection, motor four drives change speed gear box to operate, change speed gear box drives drill bit two to rotate in operation process, and the soil cutting of drill bit two lower end is stirred with cement mortar by drill bit two in rotary course；Change speed gear box drive respectively in operation process left end, right-hand member, front end, rear end power transmission shaft drive tulwar to rotate respectively, the circular cut that drill bit two is formed by four tulwars in rotary course stirs into octagon with cement mortar；Drilling rod two forms soil cement octagon stake in being pressed into process.
Plug together the recessed trapezoidal of stake to coincide with the convex trapezoidal of octagon each edge place.
Plug together a pile-formation machine as follows with the working method of octagon stake pile-formation machine manufacture combination cross piling wall: in the original position needing pile axis, stake is plugged together according to above-mentioned one concrete of working method manufacture plugging together a pile-formation machine with plugging together a pile-formation machine, second concrete of distance manufacture of one the octagon stake in interval, right side plugging together stake at this plugs together stake, so manufacture one, multiple intervals octagon pilespacing from concrete plug together stake；When the concrete strength plugging together stake on both sides reaches a timing, again in the distance that each two plugs together between stake, manufacture a soil cement octagon stake with octagon stake pile-formation machine according to the working method of above-mentioned octagon stake pile-formation machine, make each two concrete plug together soil cement octagon stake left end between stake convex trapezoidal and be fit to the left side and plug together convex trapezoidal the right concrete that is fit to recessed trapezoidal, soil cement octagon stake right-hand member of a right-hand member and plug together the recessed trapezoidal of a left end；When the soil cement intensity of octagon stake reaches a timing, manufacture a concrete respectively in the rear and front end of each octagon stake again and plug together stake, make octagon stake front end convex trapezoidal be fit to front end concrete and plug together the convex trapezoidal rear end concrete that is fit to recessed trapezoidal, octagon stake rear end of stake and plug together the recessed trapezoidal of stake；The concrete being thusly-formed between multiple soil cement octagon stake and each two octagon stake plugs together stake and the anterior concrete with rear portion of octagon stake plugs together the piling wall that stake plugs together mutually, for the gear soil on building basis, antiseep.
Claims (3)
1. manufacture plugs together a plant equipment for cross piling wall, including plugging together a pile-formation machine and octagon stake pile-formation machine；It is characterized in that:
The described concrete structure plugging together a 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)；
Described when plugging together the work of pile-formation machine grouting pump position between the convex trapezoidal tool post of the recessed trapezoidal tool post in the left side and centre and between the convex trapezoidal tool post of the recessed trapezoidal tool post in the right and centre is irrigated 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 reverses, 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 by the recessed trapezoidal tool post one of first half, later half recessed trapezoidal tool post one in rotation, and right-hand member is cut into recessed bathrocephaly by the recessed trapezoidal tool post two of first half, later half recessed trapezoidal tool post two in rotation；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 is pressed in process downwards and forms about one two ends is respectively provided with the hole body of recessed bathrocephaly, casting concrete in this hole body, forms concrete and plugs together stake；
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 is to drill bit two grout injection, motor four drives change speed gear box to operate, change speed gear box drives drill bit two to rotate in operation process, and the soil cutting of drill bit two lower end is stirred with cement mortar by drill bit two in rotary course；Change speed gear box drive respectively in operation process left end, right-hand member, front end, rear end power transmission shaft drive tulwar to rotate respectively, the circular cut that drill bit two is formed by four tulwars in rotary course stirs into octagon with cement mortar；Drilling rod two forms soil cement octagon stake in being pressed into process；
The described working method plugging together a pile-formation machine and octagon stake pile-formation machine manufacture combination cross piling wall: in the original position needing pile axis, stake is plugged together according to above-mentioned one concrete of working method manufacture plugging together a pile-formation machine with plugging together a pile-formation machine, second concrete of distance manufacture of one the octagon stake in interval, right side plugging together stake at this plugs together stake, so manufacture one, multiple intervals octagon pilespacing from concrete plug together stake；When the concrete strength plugging together stake on both sides reaches a timing, again in the distance that each two plugs together between stake, manufacture a soil cement octagon stake with octagon stake pile-formation machine according to the working method of above-mentioned octagon stake pile-formation machine, make each two concrete plug together soil cement octagon stake left end between stake convex trapezoidal and be fit to the left side and plug together convex trapezoidal the right concrete that is fit to recessed trapezoidal, soil cement octagon stake right-hand member of a right-hand member and plug together the recessed trapezoidal of a left end；When the soil cement intensity of octagon stake reaches a timing, manufacture a concrete respectively in the rear and front end of each octagon stake again and plug together stake, make octagon stake front end convex trapezoidal be fit to front end concrete and plug together the convex trapezoidal rear end concrete that is fit to recessed trapezoidal, octagon stake rear end of stake and plug together the recessed trapezoidal of stake；The concrete being thusly-formed between multiple soil cement octagon stake and each two octagon stake plugs together stake and the anterior concrete with rear portion of octagon stake plugs together the piling wall that stake plugs together mutually, for the gear soil on building basis, antiseep.
2. a kind of manufacture according to claim plugs together the plant equipment of cross piling wall, it is characterised in that: described in plug together the convex trapezoidal of the recessed trapezoidal of stake and octagon each edge place and coincide.
3. a kind of manufacture according to claim plugs together the plant equipment of cross piling wall, it is characterised in that: described in plug together a pile-formation machine recessed trapezoidal tool post cross section recessed trapezoidal and convex trapezoidal tool post cross section convex trapezoidal coincide.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610296226.XA CN105735298A (en) | 2016-05-09 | 2016-05-09 | Inserting cross-shaped pile wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610296226.XA CN105735298A (en) | 2016-05-09 | 2016-05-09 | Inserting cross-shaped pile wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN105735298A true CN105735298A (en) | 2016-07-06 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610296226.XA Withdrawn CN105735298A (en) | 2016-05-09 | 2016-05-09 | Inserting cross-shaped pile wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN105735298A (en) |
Cited By (7)
| 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 |
| CN106884450A (en) * | 2017-04-15 | 2017-06-23 | 卢维利 | A kind of excavating equipment |
| CN106884448A (en) * | 2017-04-16 | 2017-06-23 | 郭风勋 | A kind of single-wheel slotter and its method of work |
| CN106894457A (en) * | 2017-04-15 | 2017-06-27 | 胡彦主 | A kind of concavo-convex connection socket stake production program |
-
2016
- 2016-05-09 CN CN201610296226.XA patent/CN105735298A/en not_active Withdrawn
Cited By (7)
| 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 |
| CN106884450A (en) * | 2017-04-15 | 2017-06-23 | 卢维利 | A kind of excavating equipment |
| CN106894457A (en) * | 2017-04-15 | 2017-06-27 | 胡彦主 | A kind of concavo-convex connection socket stake production program |
| CN106884448A (en) * | 2017-04-16 | 2017-06-23 | 郭风勋 | A kind of single-wheel slotter and its method of work |
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Application publication date: 20160706 |