CN105951750A - Manufacturing equipment for Y-shaped buckling retaining wall - Google Patents
Manufacturing equipment for Y-shaped buckling retaining wall Download PDFInfo
- Publication number
- CN105951750A CN105951750A CN201610296242.9A CN201610296242A CN105951750A CN 105951750 A CN105951750 A CN 105951750A CN 201610296242 A CN201610296242 A CN 201610296242A CN 105951750 A CN105951750 A CN 105951750A
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- China
- Prior art keywords
- tool post
- trapezoidal tool
- stake
- recessed
- recessed trapezoidal
- Prior art date
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- 238000004519 manufacturing process Methods 0.000 title claims abstract description 23
- 239000002689 soil Substances 0.000 claims abstract description 53
- 239000004568 cement Substances 0.000 claims abstract description 45
- 229910000831 Steel Inorganic materials 0.000 claims description 34
- 239000010959 steel Substances 0.000 claims description 34
- 238000000034 method Methods 0.000 claims description 18
- 238000005553 drilling Methods 0.000 claims description 14
- 238000005520 cutting process Methods 0.000 claims description 10
- 230000005540 biological transmission Effects 0.000 claims description 9
- 239000011083 cement mortar Substances 0.000 claims description 6
- 230000015572 biosynthetic process Effects 0.000 claims description 5
- 239000011440 grout Substances 0.000 claims description 4
- 238000002347 injection Methods 0.000 claims description 4
- 239000007924 injection Substances 0.000 claims description 4
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 4
- 238000005266 casting Methods 0.000 claims description 2
- 238000003756 stirring Methods 0.000 claims description 2
- 230000002265 prevention Effects 0.000 abstract 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
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02F—DREDGING; SOIL-SHIFTING
- E02F3/00—Dredgers; Soil-shifting machines
- E02F3/04—Dredgers; Soil-shifting machines mechanically-driven
- E02F3/18—Dredgers; Soil-shifting machines mechanically-driven with digging wheels turning round an axis, e.g. bucket-type wheels
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02F—DREDGING; SOIL-SHIFTING
- E02F3/00—Dredgers; Soil-shifting machines
- E02F3/04—Dredgers; Soil-shifting machines mechanically-driven
- E02F3/18—Dredgers; Soil-shifting machines mechanically-driven with digging wheels turning round an axis, e.g. bucket-type wheels
- E02F3/22—Component parts
- E02F3/24—Digging wheels; Digging elements of wheels; Drives for wheels
- E02F3/241—Digging wheels; Digging elements of wheels; Drives for wheels digging wheels
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02F—DREDGING; SOIL-SHIFTING
- E02F3/00—Dredgers; Soil-shifting machines
- E02F3/04—Dredgers; Soil-shifting machines mechanically-driven
- E02F3/18—Dredgers; Soil-shifting machines mechanically-driven with digging wheels turning round an axis, e.g. bucket-type wheels
- E02F3/22—Component parts
- E02F3/24—Digging wheels; Digging elements of wheels; Drives for wheels
- E02F3/246—Digging wheels; Digging elements of wheels; Drives for wheels drives
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02F—DREDGING; SOIL-SHIFTING
- E02F5/00—Dredgers or soil-shifting machines for special purposes
- E02F5/16—Machines for digging other holes in the soil
- E02F5/20—Machines for digging other holes in the soil for vertical holes
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- 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
-
- 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
- E02D2200/1657—Shapes polygonal made from single element
Landscapes
- Engineering & Computer Science (AREA)
- Mining & Mineral Resources (AREA)
- Mechanical Engineering (AREA)
- Structural Engineering (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Life Sciences & Earth Sciences (AREA)
- Geology (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Physics & Mathematics (AREA)
- Fluid Mechanics (AREA)
- Environmental & Geological Engineering (AREA)
- Geochemistry & Mineralogy (AREA)
- Paleontology (AREA)
- Piles And Underground Anchors (AREA)
Abstract
Manufacturing equipment for a Y-shaped buckling retaining wall comprises a buckling pile forming machine and an octagonal pile forming machine. A plurality of cement soil octagonal piles are manufactured, and the multiple cement soil octagonal piles are connected with cement soil buckling piles arranged between every two octagonal piles, concrete buckling piles arranged in front of the cement soil octagonal piles in odd numbers and concrete buckling piles arranged in rear of the cement soil octagonal piles in even numbers correspondingly in a Y shape to form the retaining wall. The retaining wall is used for earth retaining and leakage prevention of a building foundation.
Description
Technical field
The present invention relates to one barricade and manufacture equipment, use in a kind of building foundation engineering fastens the manufacture equipment that stake mutually fastens a kind of Y shape fastening barricade of formation 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 mutually fasten soil cement Complex retaining wall.
Summary of the invention
The invention provides and a kind of fasten stake and octagon stake and mutually fasten a kind of Y shape of formation and fasten the manufacture equipment of barricade.
The present invention is achieved through the following technical solutions:
A kind of Y shape fastens barricade and manufactures equipment, 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, 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 soil cement between multiple soil cement octagon stake and each two octagon stake and fasten the barricade that concrete fastens stake, the concrete fastening mutual Y shape of stake at double sequence number soil cement octagon stake rear portion is fastened and connected of stake and single sequence number soil cement octagon stake front portion, 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 fastening the Y shape fastening barricade 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.
The working method fastening stake pile-formation machine manufacture cement earth pile is: during work, grout injection is distinguished at 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, 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, the soil cutting of its lower end is stirred in rotation by rear semi-convex trapezoidal tool post with cement mortar;Left end cutting is stirred 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 cutting is stirred into recessed bathrocephaly in rotation by the recessed trapezoidal tool post two of first half, later half recessed trapezoidal tool post two;Drilling rod one forms about one two ends and is respectively provided with the soil cement fastening stake of recessed bathrocephaly during being pressed into downwards.
The working method fastening stake pile-formation machine manufacture concrete-pile is: 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 during being pressed into downwards and is respectively provided with the hole of recessed bathrocephaly, and in this hole, casting concrete, formation concrete fasten 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 in rotary course by drill bit two with cement mortar;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 in rotary course by four tulwars stirs into octagon with cement mortar;Drilling rod two forms soil cement octagon stake during being pressed into.
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 that octagon stake pile-formation machine associated working manufactures Y shape fastening barricade: in the original position needing pile axis, 1. number soil cement octagon stake is manufactured according to the working method of above-mentioned octagon stake pile-formation machine with octagon stake pile-formation machine, right lateral side in 1. number octagon stake is spaced a distance fastening stake and manufactures 2. number soil cement octagon stake, forward right side in 2. number octagon stake is spaced a distance fastening stake and manufactures 3. number soil cement octagon stake, right lateral side in 3. number octagon stake is spaced a distance fastening stake and manufactures 4. number soil cement octagon stake, so manufacture one, multiple intervals fasten pilespacing from soil cement octagon stake;When the soil cement intensity of the octagon stake on both sides reaches a timing, manufacture the working method of cement earth pile according to above-mentioned fastening stake pile-formation machine and manufacture a soil cement and fasten stake again in the distance between the octagon stake that each two is adjacent, with fastening stake pile-formation machine, make the recessed trapezoidal octagon stake being fit to fasten stake two ends convex trapezoidal at each fastening stake two ends;Front portion in each single sequence number soil cement octagon stake, a concrete fastening stake is manufactured according to the working method of above-mentioned fastening stake pile-formation machine manufacture concrete-pile with fastening stake pile-formation machine, make this fasten the recessed trapezoidal of stake and be fit to the convex trapezoidal of octagon stake, rear portion each pair of sequence number soil cement octagon stake, manufacture a concrete fastening stake with fastening stake pile-formation machine according to the working method of above-mentioned fastening stake pile-formation machine manufacture concrete-pile, make this fasten the recessed trapezoidal of stake and be fit to the convex trapezoidal of octagon stake;The soil cement being thusly-formed between multiple soil cement octagon stake and each two octagon stake fastens the barricade that concrete fastens stake, the concrete fastening mutual Y shape of stake at double sequence number soil cement octagon stake rear portion is fastened and connected of stake and single sequence number soil cement octagon stake front portion, for gear soil, the antiseep on building basis.
Claims (3)
1. Y shape fastens barricade and manufactures an equipment, 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);
Described fastening stake pile-formation machine manufactures the working method of cement earth pile: during work, grout injection is distinguished at 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, 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, the soil cutting of its lower end is stirred in rotation by rear semi-convex trapezoidal tool post with cement mortar;Left end cutting is stirred 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 cutting is stirred into recessed bathrocephaly in rotation by the recessed trapezoidal tool post two of first half, later half recessed trapezoidal tool post two;Drilling rod one forms about one two ends and is respectively provided with the soil cement fastening stake of recessed bathrocephaly during being pressed into downwards;
Described fastening stake pile-formation machine manufactures the working method of concrete-pile: 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 during being pressed into downwards and is respectively provided with the hole of recessed bathrocephaly, and in this hole, casting concrete, formation concrete fasten 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 in rotary course by drill bit two with cement mortar;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 in rotary course by four tulwars stirs into octagon with cement mortar;Drilling rod two forms soil cement octagon stake during being pressed into;
Described fastening stake pile-formation machine and octagon stake pile-formation machine associated working manufacture Y shape and fasten the working method of barricade: in the original position needing pile axis, 1. number soil cement octagon stake is manufactured according to the working method of above-mentioned octagon stake pile-formation machine with octagon stake pile-formation machine, right lateral side in 1. number octagon stake is spaced a distance fastening stake and manufactures 2. number soil cement octagon stake, forward right side in 2. number octagon stake is spaced a distance fastening stake and manufactures 3. number soil cement octagon stake, right lateral side in 3. number octagon stake is spaced a distance fastening stake and manufactures 4. number soil cement octagon stake, so manufacture one, multiple intervals fasten pilespacing from soil cement octagon stake;When the soil cement intensity of the octagon stake on both sides reaches a timing, manufacture the working method of cement earth pile according to above-mentioned fastening stake pile-formation machine and manufacture a soil cement and fasten stake again in the distance between the octagon stake that each two is adjacent, with fastening stake pile-formation machine, make the recessed trapezoidal octagon stake being fit to fasten stake two ends convex trapezoidal at each fastening stake two ends;Front portion in each single sequence number soil cement octagon stake, a concrete fastening stake is manufactured according to the working method of above-mentioned fastening stake pile-formation machine manufacture concrete-pile with fastening stake pile-formation machine, make this fasten the recessed trapezoidal of stake and be fit to the convex trapezoidal of octagon stake, rear portion each pair of sequence number soil cement octagon stake, manufacture a concrete fastening stake with fastening stake pile-formation machine according to the working method of above-mentioned fastening stake pile-formation machine manufacture concrete-pile, make this fasten the recessed trapezoidal of stake and be fit to the convex trapezoidal of octagon stake;The soil cement being thusly-formed between multiple soil cement octagon stake and each two octagon stake fastens the barricade that concrete fastens stake, the concrete fastening mutual Y shape of stake at double sequence number soil cement octagon stake rear portion is fastened and connected of stake and single sequence number soil cement octagon stake front portion, for gear soil, the antiseep on building basis.
2. fasten barricade according to a kind of Y shape described in claim and manufacture equipment, it is characterised in that: the convex trapezoidal of the recessed trapezoidal and octagon each edge place of described fastening stake is coincide.
3. fasten barricade according to a kind of Y shape described in claim and manufacture equipment, 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)
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CN201610296242.9A CN105951750A (en) | 2016-05-09 | 2016-05-09 | Manufacturing equipment for Y-shaped buckling retaining wall |
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CN201610296242.9A CN105951750A (en) | 2016-05-09 | 2016-05-09 | Manufacturing equipment for Y-shaped buckling retaining wall |
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CN201610296242.9A Withdrawn CN105951750A (en) | 2016-05-09 | 2016-05-09 | Manufacturing equipment for Y-shaped buckling retaining wall |
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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 |
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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2016
- 2016-05-09 CN CN201610296242.9A patent/CN105951750A/en not_active Withdrawn
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
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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 |
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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Application publication date: 20160921 |
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