CN105735302A - Inserting cross-shaped pile wall - Google Patents
Inserting cross-shaped pile wall Download PDFInfo
- Publication number
- CN105735302A CN105735302A CN201610296255.6A CN201610296255A CN105735302A CN 105735302 A CN105735302 A CN 105735302A CN 201610296255 A CN201610296255 A CN 201610296255A CN 105735302 A CN105735302 A CN 105735302A
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- CN
- China
- Prior art keywords
- tool post
- trapezoidal tool
- stake
- pile
- 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- Withdrawn
Links
- 239000002689 soil Substances 0.000 claims abstract description 47
- 239000004568 cement Substances 0.000 claims abstract description 40
- 238000004519 manufacturing process Methods 0.000 claims abstract description 14
- 229910000831 Steel Inorganic materials 0.000 claims description 34
- 239000010959 steel Substances 0.000 claims description 34
- 238000000034 method Methods 0.000 claims description 14
- 238000005553 drilling Methods 0.000 claims description 12
- 230000005540 biological transmission Effects 0.000 claims description 9
- 239000011083 cement mortar Substances 0.000 claims description 6
- 239000011440 grout Substances 0.000 claims description 4
- 238000002347 injection Methods 0.000 claims description 4
- 239000007924 injection Substances 0.000 claims description 4
- 238000003756 stirring Methods 0.000 claims description 2
- 230000000903 blocking effect Effects 0.000 abstract 1
- 230000002265 prevention Effects 0.000 abstract 1
- 230000015572 biosynthetic process Effects 0.000 description 3
- 150000001875 compounds Chemical class 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000000243 solution Substances 0.000 description 1
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 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
Landscapes
- Engineering & Computer Science (AREA)
- Mining & Mineral Resources (AREA)
- Life Sciences & Earth Sciences (AREA)
- Structural Engineering (AREA)
- Geology (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Fluid Mechanics (AREA)
- Environmental & Geological Engineering (AREA)
- Geochemistry & Mineralogy (AREA)
- Physics & Mathematics (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Piles And Underground Anchors (AREA)
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 grafting stake of use and octagon stake in a kind of combination piling wall, particularly a kind of building foundation engineering and be mutually inserted a kind of grafting cross piling wall of formation.
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 inserted soil cement compound pile wall.
Summary of the invention
The invention provides the plant equipment that a kind of grafting stake is mutually inserted a kind of grafting cross piling wall of formation with octagon stake.
The present invention is achieved through the following technical solutions:
A kind of plant equipment manufacturing grafting cross piling wall, including grafting stake pile-formation machine and octagon stake pile-formation machine.
The concrete structure of grafting stake 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 piling wall that the grafting stake at the soil cement grafting stake between multiple soil cement octagon stake and each two octagon stake and octagon stake front portion and rear portion is mutually inserted, 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 that grafting stake is mutually inserted 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 grafting stake pile-formation machine and octagon stake pile-formation machine.
Grafting stake 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.
Grafting stake pile-formation machine is also equipped with grouting pump, during work, grouting pump is to the grout injection respectively of 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, 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, the soil body of its lower end is stirred with cement mortar by rear semi-convex trapezoidal tool post in rotation；Left end is stirred 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 stirred into recessed bathrocephaly by the recessed trapezoidal tool post two of first half, later half recessed trapezoidal tool post two in rotation；Drilling rod one is pressed in process downwards and forms about one two ends is respectively provided with the soil cement grafting stake of recessed bathrocephaly.
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.
The convex trapezoidal of the recessed trapezoidal and octagon each edge place of grafting stake is coincide.
Grafting stake 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 soil cement grafting stake is manufactured according to the working method of above-mentioned grafting stake pile-formation machine with grafting stake pile-formation machine, distance in one the octagon stake in interval, right side of this grafting stake manufactures second soil cement grafting stake, so manufacture one, multiple intervals octagon pilespacing from soil cement grafting stake；When the soil cement intensity of the grafting stake on both sides reaches a timing, again in the distance between each two grafting 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 convex trapezoidal recessed trapezoidal, the convex trapezoidal of soil cement octagon stake right-hand member being fit to left side grafting stake right-hand member of the soil cement octagon stake left end between each two soil cement grafting stake be fit to the recessed trapezoidal of the right soil cement grafting stake left end；When the soil cement intensity of octagon stake reaches a timing, manufacture a soil cement grafting stake again in the rear and front end of each octagon stake respectively, make convex trapezoidal recessed trapezoidal, the convex trapezoidal of octagon stake rear end being fit to front end soil cement grafting stake of octagon stake front end be fit to the recessed trapezoidal of rear end soil cement grafting stake；It is thusly-formed the piling wall that the grafting stake at the soil cement grafting stake between multiple soil cement octagon stake and each two octagon stake and octagon stake front portion and rear portion is mutually inserted, for the gear soil on building basis, antiseep.
Claims (3)
1. manufacture a plant equipment for grafting cross piling wall, including grafting stake pile-formation machine and octagon stake pile-formation machine；It is characterized in that:
The concrete structure of described grafting stake 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 grafting stake pile-formation machine, grouting pump is to the grout injection respectively of 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, 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, the soil body of its lower end is stirred with cement mortar by rear semi-convex trapezoidal tool post in rotation；Left end is stirred 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 stirred into recessed bathrocephaly by the recessed trapezoidal tool post two of first half, later half recessed trapezoidal tool post two in rotation；Drilling rod one is pressed in process downwards and forms about one two ends is respectively provided with the soil cement grafting stake of recessed bathrocephaly；
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；
Described grafting stake 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 soil cement grafting stake is manufactured according to the working method of above-mentioned grafting stake pile-formation machine with grafting stake pile-formation machine, distance in one the octagon stake in interval, right side of this grafting stake manufactures second soil cement grafting stake, so manufacture one, multiple intervals octagon pilespacing from soil cement grafting stake；When the soil cement intensity of the grafting stake on both sides reaches a timing, again in the distance between each two grafting 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 convex trapezoidal recessed trapezoidal, the convex trapezoidal of soil cement octagon stake right-hand member being fit to left side grafting stake right-hand member of the soil cement octagon stake left end between each two soil cement grafting stake be fit to the recessed trapezoidal of the right soil cement grafting stake left end；When the soil cement intensity of octagon stake reaches a timing, manufacture a soil cement grafting stake again in the rear and front end of each octagon stake respectively, make convex trapezoidal recessed trapezoidal, the convex trapezoidal of octagon stake rear end being fit to front end soil cement grafting stake of octagon stake front end be fit to the recessed trapezoidal of rear end soil cement grafting stake；It is thusly-formed the piling wall that the grafting stake at the soil cement grafting stake between multiple soil cement octagon stake and each two octagon stake and octagon stake front portion and rear portion is mutually inserted, for the gear soil on building basis, antiseep.
2. a kind of plant equipment manufacturing grafting cross piling wall according to claim, it is characterised in that: the convex trapezoidal of the recessed trapezoidal and octagon each edge place of described grafting stake is coincide.
3. a kind of plant equipment manufacturing grafting cross piling wall according to 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 grafting stake pile-formation machine is coincide.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610296255.6A CN105735302A (en) | 2016-05-09 | 2016-05-09 | Inserting cross-shaped pile wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610296255.6A CN105735302A (en) | 2016-05-09 | 2016-05-09 | Inserting cross-shaped pile wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN105735302A true CN105735302A (en) | 2016-07-06 |
Family
ID=56288198
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610296255.6A Withdrawn CN105735302A (en) | 2016-05-09 | 2016-05-09 | Inserting cross-shaped pile wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN105735302A (en) |
Cited By (4)
| 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 |
-
2016
- 2016-05-09 CN CN201610296255.6A patent/CN105735302A/en not_active Withdrawn
Cited By (4)
| 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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| C06 | Publication | ||
| PB01 | Publication | ||
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| WW01 | Invention patent application withdrawn after publication | ||
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Application publication date: 20160706 |