CN105735301A - Buckled cross-shaped pile wall - Google Patents
Buckled cross-shaped pile wall Download PDFInfo
- Publication number
- CN105735301A CN105735301A CN201610296254.1A CN201610296254A CN105735301A CN 105735301 A CN105735301 A CN 105735301A CN 201610296254 A CN201610296254 A CN 201610296254A CN 105735301 A CN105735301 A CN 105735301A
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- China
- Prior art keywords
- tool post
- stake
- trapezoidal tool
- recessed trapezoidal
- octagon
- 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- Withdrawn
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- 239000002689 soil Substances 0.000 claims abstract description 36
- 239000004568 cement Substances 0.000 claims abstract description 30
- 238000004519 manufacturing process Methods 0.000 claims abstract description 16
- 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
- 230000015572 biosynthetic process Effects 0.000 claims description 5
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 4
- 238000005266 casting Methods 0.000 claims description 2
- 239000011083 cement mortar Substances 0.000 claims description 2
- 238000005520 cutting process Methods 0.000 claims description 2
- 239000011440 grout Substances 0.000 claims description 2
- 238000002347 injection Methods 0.000 claims description 2
- 239000007924 injection Substances 0.000 claims description 2
- 230000000903 blocking effect Effects 0.000 abstract 1
- 150000001875 compounds Chemical class 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000000243 solution Substances 0.000 description 1
Classifications
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
- E02D5/22—Piles
- E02D5/34—Concrete or concrete-like piles cast in position ; Apparatus for making same
- E02D5/46—Concrete or concrete-like piles cast in position ; Apparatus for making same making in situ by forcing bonding agents into gravel fillings or the soil
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21B—EARTH OR ROCK DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
- E21B4/00—Drives for drilling, used in the borehole
- E21B4/16—Plural down-hole drives, e.g. for combined percussion and rotary drilling; Drives for multi-bit drilling units
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21B—EARTH OR ROCK DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
- E21B7/00—Special methods or apparatus for drilling
- E21B7/001—Drilling a non circular hole
Landscapes
- Engineering & Computer Science (AREA)
- Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Geology (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Environmental & Geological Engineering (AREA)
- Fluid Mechanics (AREA)
- Physics & Mathematics (AREA)
- Geochemistry & Mineralogy (AREA)
- Structural Engineering (AREA)
- Mechanical Engineering (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Piles And Underground Anchors (AREA)
Abstract
The invention relates to mechanical equipment for manufacturing a buckled cross-shaped pile wall. The buckled cross-shaped pile wall comprises a buckling pile-forming machine and an octagonal pile-forming machine, wherein a plurality of cement buckled piles which are spaced by a distance of one octagonal pile are manufactured; a concrete octagonal pile is manufactured within a distance between every two buckled piles by using the octagonal pile-forming machine according to a working way of the octagonal pile-forming machine; one cement buckled pile is manufactured at the front end and the back end of each octagonal pile respectively; a convex trapezoid at the front end of each octagonal pile is matched with a concave trapezoid of each cement buckled pile at the front end; a convex trapezoid at the back end of each octagonal pile is matched with a concave trapezoid of each cement buckled pile at the back end. Thus, the pile wall is formed by buckling the plurality of concrete octagonal piles, the cement buckled piles between every two octagonal piles, and the buckled piles on the front parts and the back parts of the octagonal piles with one another, and is used for blocking soil and preventing seepage of building foundations.
Description
Technical field
The present invention relates to the one that in a kind of combination piling wall, particularly a kind of building foundation engineering, the fastening stake of use and octagon stake fasten formation mutually and fasten 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 fasten soil cement compound pile wall.
Summary of the invention
The invention provides and a kind of fasten stake and octagon stake and mutually fasten a kind of plant equipment fastening cross piling wall of formation.
The present invention is achieved through the following technical solutions:
A kind of plant equipment manufacturing fastening cross piling wall, including fastening stake pile-formation machine and octagon stake pile-formation machine.
The concrete structure fastening 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 soil cement between multiple concrete octagon stake and each two octagon stake and fasten the piling wall that the fastening stake at stake and octagon stake front portion and rear portion fastens 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 fastening the cross piling wall that stake mutually fastens 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 fastening stake pile-formation machine and octagon stake pile-formation machine.
Fasten stake pile-formation machine and include 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.
Fasten stake pile-formation machine and be 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 fastening 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, drill bit two is irrigated water under high pressure by grouting pump, 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 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 is become octagon by four tulwars in rotary course；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 two forms the octagon hole of certain depth in being pressed into process, casting concrete, formation concrete octagon stake in this octagon hole.
The convex trapezoidal of recessed trapezoidal and octagon each edge place fastening stake is coincide.
Fasten stake 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, a soil cement fastening stake is manufactured according to the working method of above-mentioned fastening stake pile-formation machine with fastening stake pile-formation machine, fasten the distance of one the octagon stake in interval, right side of stake to manufacture second soil cement fasten stake at this, so manufacture one, multiple intervals octagon pilespacing from soil cement fasten stake；When the soil cement intensity fastening stake on both sides reaches a timing, again in the distance that each two fastens between stake, 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 the convex trapezoidal convex trapezoidal the right soil cement that is fit to recessed trapezoidal, concrete octagon stake right-hand member being fit to left side fastening stake right-hand member that each two soil cement fastens the concrete octagon stake left end between stake fasten the recessed trapezoidal of stake left end；When the concrete strength of octagon stake reaches a timing, manufacture a soil cement again in the rear and front end of each octagon stake respectively and fasten stake, make the convex trapezoidal convex trapezoidal rear end soil cement that is fit to recessed trapezoidal, octagon stake rear end being fit to front end soil cement fastening stake of octagon stake front end fasten the recessed trapezoidal of stake；It is thusly-formed the soil cement between multiple concrete octagon stake and each two octagon stake and fastens the piling wall that the fastening stake at stake and octagon stake front portion and rear portion fastens mutually, for the gear soil on building basis, antiseep.
Claims (3)
1. manufacture the plant equipment fastening cross piling wall, including fastening stake pile-formation machine and octagon stake pile-formation machine；It is characterized in that:
The concrete structure of described fastening 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 fastening 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 fastening 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, drill bit two is irrigated water under high pressure by grouting pump, 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 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 is become octagon by four tulwars in rotary course；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 two forms the octagon hole of certain depth in being pressed into process, casting concrete, formation concrete octagon stake in this octagon hole；
Described fastening 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 fastening stake is manufactured according to the working method of above-mentioned fastening stake pile-formation machine with fastening stake pile-formation machine, fasten the distance of one the octagon stake in interval, right side of stake to manufacture second soil cement fasten stake at this, so manufacture one, multiple intervals octagon pilespacing from soil cement fasten stake；When the soil cement intensity fastening stake on both sides reaches a timing, again in the distance that each two fastens between stake, 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 the convex trapezoidal convex trapezoidal the right soil cement that is fit to recessed trapezoidal, concrete octagon stake right-hand member being fit to left side fastening stake right-hand member that each two soil cement fastens the concrete octagon stake left end between stake fasten the recessed trapezoidal of stake left end；When the concrete strength of octagon stake reaches a timing, manufacture a soil cement again in the rear and front end of each octagon stake respectively and fasten stake, make the convex trapezoidal convex trapezoidal rear end soil cement that is fit to recessed trapezoidal, octagon stake rear end being fit to front end soil cement fastening stake of octagon stake front end fasten the recessed trapezoidal of stake；It is thusly-formed the soil cement between multiple concrete octagon stake and each two octagon stake and fastens the piling wall that the fastening stake at stake and octagon stake front portion and rear portion fastens mutually, for the gear soil on building basis, antiseep.
2. a kind of plant equipment manufacturing fastening 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 fastening stake is coincide.
3. a kind of plant equipment manufacturing fastening 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 fastening stake pile-formation machine is coincide.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610296254.1A CN105735301A (en) | 2016-05-09 | 2016-05-09 | Buckled cross-shaped pile wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610296254.1A CN105735301A (en) | 2016-05-09 | 2016-05-09 | Buckled cross-shaped pile wall |
Publications (1)
| Publication Number | Publication Date |
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| CN105735301A true CN105735301A (en) | 2016-07-06 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610296254.1A Withdrawn CN105735301A (en) | 2016-05-09 | 2016-05-09 | Buckled cross-shaped pile wall |
Country Status (1)
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| CN (1) | CN105735301A (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105821871A (en) * | 2016-05-09 | 2016-08-03 | 吕文娥 | Inserting opening connection type V-shaped broken-line pile wall |
| CN105862826A (en) * | 2016-05-09 | 2016-08-17 | 吕文娥 | Y-shaped socket buckling connection piling wall |
| CN105862825A (en) * | 2016-05-09 | 2016-08-17 | 吕文娥 | Y-shaped socket buckling connection piling wall |
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