CN105002893A - Implementation method for secant pile forming machine - Google Patents
Implementation method for secant pile forming machine Download PDFInfo
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- CN105002893A CN105002893A CN201510300324.1A CN201510300324A CN105002893A CN 105002893 A CN105002893 A CN 105002893A CN 201510300324 A CN201510300324 A CN 201510300324A CN 105002893 A CN105002893 A CN 105002893A
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Abstract
The invention discloses an implementation method for a secant pile forming machine. During the working of the secant pile forming machine disclosed by the invention, a shuttle-shaped steel structure moves up and down by taking a first shaft, a second shaft and a third shaft as guide shafts; a second water supply system supplies water to a plurality of traverse moving knife parts in the shuttle-shaped steel structure; longitudinal moving knives and traverse moving knives of the shuttle-shaped steel structure stir soil and water out of a first stirring drill bit, a second stirring drill bit and a third stirring drill bit as well as within the shuttle-shaped steel structure into mud during movements; the mud flows to the outside of a hole from the hole to form a hole body, and underwater concrete is poured to form a concrete pile; then a hole is further formed by the method every one secant hole, and the underwater concrete is poured to form a concrete pile; a hole is further formed by the method between the two concrete piles, and the underwater concrete is poured to form a concrete pile; in this way, in-row concrete secant piles are formed.
Description
Technical field
The present invention relates to a kind of implementation method of the interlocking pile pile forming machine applied in a kind of cement-soil pile forming machine, particularly a kind of building foundation engineering.
Background technology
At present, interlocking pile pile forming machine can only be used for manufacturing the cement earth pile be engaged.
Summary of the invention
The present invention compensate for above shortcoming, provides a kind of a kind of implementation method of interlocking pile pile forming machine.
The present invention is achieved through the following technical solutions:
A kind of interlocking pile pile forming machine, Multi section bar lower end is connected with driving machine, and driving machine bottom is fixed with total dynamic case, before total dynamic case, left part is provided with first total Moving plate, right part is provided with second total Moving plate above, and after total dynamic case, left part is provided with the 3rd total Moving plate, after right part be provided with the 4th total Moving plate; On first total Moving plate, eccentric certain length is provided with first total moving axis, first total total lever top of moving axis hinged first, the front left part of first total lever bottom hinged shuttle shaped steel structure; On second total Moving plate, eccentric certain length is provided with second total moving axis, second total total lever top of moving axis hinged second, the front right part of second total lever bottom hinged shuttle shaped steel structure; On 3rd total Moving plate, eccentric certain length is provided with the 3rd total moving axis, the 3rd total total lever top of moving axis the hinged 3rd, the rear left part of the 3rd total lever bottom hinged shuttle shaped steel structure; On 4th total Moving plate, eccentric certain length is provided with the 4th total moving axis, the 4th total total lever top of moving axis the hinged 4th, the rear right part of the 4th total lever bottom hinged shuttle shaped steel structure; Total dynamic case lower end is from left to right provided with the first axle, the second axle, the 3rd axle side by side, and the first stirring drill bit is fixed in the first axle lower end, and the second stirring drill bit is fixed in the second axle lower end, and the 3rd axle lower end is fixed on the 3rd and is stirred drill bit; Shuttle shaped steel structure is the shuttle shape framework of straight flange composition of " > " shape limit of right-hand member, " > " shape limit of left end and rear and front end, the bottom of shuttle shaped steel structure is provided with multiple vertical moving knife, and the inside of shuttle shaped steel structure is provided with multiple traversing cutter; First axle, the second axle, the 3rd are located in the framework of shuttle shaped steel structure, and the first axle, the second axle, the 3rd axle are respectively equipped with an axle sleeve, and three axle sleeves are connected in the two ends, left and right of shuttle shaped steel structure respectively by four pieces of connecting plates.
An a kind of implementation method for interlocking pile pile forming machine, in interlocking pile pile forming machine invention work, when pile forming machine creeps into, Multi section bar extends and provides the pressure crept into, and when pile forming machine rises, Multi section bar shortens and pulling force when providing lifting, driving machine drives the first axle drive first to stir drill bit by total dynamic case, the second axle drive second is stirred drill bit and turned clockwise, driving machine drives the 3rd axle to drive the 3rd to stir drill bit by total dynamic case and is rotated counterclockwise, first send water system to send water to stir drill bit, second to first stirs the position that drill bit, the 3rd stirs drill bit, and three are stirred drill bit, in rotation, the soil of three stirring drill bit lower ends and water stirred into mud, driving machine drives first total Moving plate by total dynamic case, second total Moving plate, 3rd total Moving plate, 4th total Moving plate synchronous rotary, first total Moving plate lifts shuttle shaped steel structure by first total lever in rotation, second total Moving plate lifts shuttle shaped steel structure by second total lever in rotation, 3rd total Moving plate lifts shuttle shaped steel structure by the 3rd total lever in rotation, 4th total Moving plate lifts shuttle shaped steel structure by the 4th total lever in rotation, so, shuttle shaped steel structure is with the first axle, second axle, 3rd axle is that guide shaft moves up and down, second send water system to send water to multiple traversing cutter positions of shuttle shaped steel structure inside, the vertical moving knife of shuttle shaped steel structure and traversing cutter stir drill bit by first at the volley, second stirs drill bit, soil beyond 3rd stirring drill bit within shuttle shaped steel structure and water stir into mud, mud flows to outside hole and becomes a hole body from hole, concrete pile is become after building underwater concrete, then the distance said method of interval one keying aperture becomes a hole again, concrete pile is become after building underwater concrete, a hole is become again with said method between these two concrete piles, concrete pile is become after building underwater concrete, one-tenth platoon concrete interlocking pile like this.
The present invention has following feature:
Soil within shuttle shaped steel structure beyond first stirring drill bit, the second stirring drill bit, the 3rd stirring drill bit and water are stirred into mud by the vertical moving knife of shuttle shaped steel structure of the present invention and traversing cutter at the volley, mud flows to outside hole and becomes a hole body from hole, concrete pile is become after building underwater concrete, then the distance said method of interval one keying aperture becomes a hole again, concrete pile is become after building underwater concrete, a hole is become again with said method between these two concrete piles, become concrete pile after building underwater concrete, so become platoon concrete interlocking pile.
Accompanying drawing explanation
Below in conjunction with accompanying drawing, the present invention is further illustrated:
Fig. 1 is structural representation of the present invention;
Fig. 2 is the rear elevation of Fig. 1;
Fig. 3 is the left view of Fig. 1;
Fig. 4 is A-A view of Fig. 1;
Fig. 5 is the cross-sectional view of many interlocking pile occlusions.
In figure: 1, Multi section bar, 2, driving machine, 3, total dynamic case, 4, first total Moving plate, 5, second total Moving plate, 6, first total moving axis, 7, second total moving axis, 8, first total lever, 9, second total lever, 10, shuttle shaped steel structure, 11, vertical moving knife, 12, first axle, 13, second axle, 14, 3rd axle, 15, first stirs drill bit, 16, second stirs drill bit, 17, 3rd stirs spindle nose, 18, 3rd total Moving plate, 19, 4th total Moving plate, 20, 3rd total moving axis, 21, 4th total moving axis, 22, 3rd total lever, 23, 4th total lever, 24, axle sleeve, 25, connecting plate, 26, traversing cutter.
Detailed description of the invention
Accompanying drawing is a kind of specific embodiment of the present invention, this embodiment Multi section bar 1 lower end is connected with driving machine 2, driving machine bottom is fixed with total dynamic case 3, before total dynamic case, left part is provided with first total Moving plate 4, right part is provided with second total Moving plate 5 above, after total dynamic case, left part is provided with the 3rd total Moving plate 18, after right part be provided with the 4th total Moving plate 19; On first total Moving plate, eccentric certain length is provided with the first total lever 8 top of total moving axis 6, first total moving axis hinged first, the front left part of first total lever bottom hinged shuttle shaped steel structure 10; On second total Moving plate, eccentric certain length is provided with the second total lever 9 top of total moving axis 7, second total moving axis hinged second, the front right part of second total lever bottom hinged shuttle shaped steel structure; On 3rd total Moving plate, eccentric certain length is provided with the 3rd total lever 22 top of total moving axis the 20, three total moving axis the hinged 3rd, the rear left part of the 3rd total lever bottom hinged shuttle shaped steel structure; On 4th total Moving plate, eccentric certain length is provided with the 4th total lever 23 top of total moving axis the 21, four total moving axis the hinged 4th, the rear right part of the 4th total lever bottom hinged shuttle shaped steel structure; Total dynamic case lower end is from left to right provided with the first axle 12, second axle 13 side by side, the 3rd axle 14, first axle lower end is fixed on the first stirring drill bit 15, second axle lower end and is fixed on the second stirring drill bit the 16, three axle lower end and is fixed on the 3rd and stirs drill bit 17; Shuttle shaped steel structure 10 is the shuttle shape framework of straight flange composition of " > " shape limit of right-hand member, " > " shape limit of left end and rear and front end, the bottom of shuttle shaped steel structure is provided with multiple vertical moving knife 11, and the inside of shuttle shaped steel structure is provided with multiple traversing cutter 26; First axle, the second axle, the 3rd are located in the framework of shuttle shaped steel structure, the first axle, the second axle, the 3rd axle are respectively equipped with an axle sleeve 24, three axle sleeves are connected in shuttle shaped steel structure two ends, left and right respectively by four pieces of connecting plates 25.
In work of the present invention, when pile forming machine creeps into, Multi section bar extends and provides the pressure crept into, and when pile forming machine rises, Multi section bar shortens and pulling force when providing lifting, driving machine drives the first axle drive first to stir drill bit by total dynamic case, the second axle drive second is stirred drill bit and turned clockwise, driving machine drives the 3rd axle to drive the 3rd to stir drill bit by total dynamic case and is rotated counterclockwise, first send water system to send water to stir drill bit, second to first stirs the position that drill bit, the 3rd stirs drill bit, and three are stirred drill bit, in rotation, the soil of three stirring drill bit lower ends and water stirred into mud, driving machine drives first total Moving plate by total dynamic case, second total Moving plate, 3rd total Moving plate, 4th total Moving plate synchronous rotary, first total Moving plate lifts shuttle shaped steel structure by first total lever in rotation, second total Moving plate lifts shuttle shaped steel structure by second total lever in rotation, 3rd total Moving plate lifts shuttle shaped steel structure by the 3rd total lever in rotation, 4th total Moving plate lifts shuttle shaped steel structure by the 4th total lever in rotation, so, shuttle shaped steel structure is with the first axle, second axle, 3rd axle is that guide shaft moves up and down, second send water system to send water to multiple traversing cutter positions of shuttle shaped steel structure inside, the vertical moving knife of shuttle shaped steel structure and traversing cutter stir drill bit by first at the volley, second stirs drill bit, soil beyond 3rd stirring drill bit within shuttle shaped steel structure and water stir into mud, mud flows to outside hole and becomes a hole body from hole, concrete pile is become after building underwater concrete, then the distance said method of interval one keying aperture becomes a hole again, concrete pile is become after building underwater concrete, a hole is become again with said method between these two concrete piles, concrete pile is become after building underwater concrete, one-tenth platoon concrete interlocking pile like this.
Claims (1)
1. an implementation method for interlocking pile pile forming machine, is characterized in that: in the work of interlocking pile pile forming machine, and when pile forming machine creeps into, Multi section bar extends and provides the pressure crept into, and when pile forming machine rises, Multi section bar shortens and pulling force when providing lifting, driving machine drives the first axle drive first to stir drill bit by total dynamic case, the second axle drive second is stirred drill bit and turned clockwise, driving machine drives the 3rd axle to drive the 3rd to stir drill bit by total dynamic case and is rotated counterclockwise, first send water system to send water to stir drill bit, second to first stirs the position that drill bit, the 3rd stirs drill bit, and three are stirred drill bit, in rotation, the soil of three stirring drill bit lower ends and water stirred into mud, driving machine drives first total Moving plate by total dynamic case, second total Moving plate, 3rd total Moving plate, 4th total Moving plate synchronous rotary, first total Moving plate lifts shuttle shaped steel structure by first total lever in rotation, second total Moving plate lifts shuttle shaped steel structure by second total lever in rotation, 3rd total Moving plate lifts shuttle shaped steel structure by the 3rd total lever in rotation, 4th total Moving plate lifts shuttle shaped steel structure by the 4th total lever in rotation, so, shuttle shaped steel structure is with the first axle, second axle, 3rd axle is that guide shaft moves up and down, second send water system to send water to multiple traversing cutter positions of shuttle shaped steel structure inside, the vertical moving knife of shuttle shaped steel structure and traversing cutter stir drill bit by first at the volley, second stirs drill bit, soil beyond 3rd stirring drill bit within shuttle shaped steel structure and water stir into mud, mud flows to outside hole and becomes a hole body from hole, concrete pile is become after building underwater concrete, then the distance said method of interval one keying aperture becomes a hole again, concrete pile is become after building underwater concrete, a hole is become again with said method between these two concrete piles, concrete pile is become after building underwater concrete, one-tenth platoon concrete interlocking pile like this.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510300324.1A CN105002893B (en) | 2015-06-05 | 2015-06-05 | A kind of implementation of interlocking pile pile-formation machine |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510300324.1A CN105002893B (en) | 2015-06-05 | 2015-06-05 | A kind of implementation of interlocking pile pile-formation machine |
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| CN105002893A true CN105002893A (en) | 2015-10-28 |
| CN105002893B CN105002893B (en) | 2016-11-30 |
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| CN201510300324.1A Active CN105002893B (en) | 2015-06-05 | 2015-06-05 | A kind of implementation of interlocking pile pile-formation machine |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105421379A (en) * | 2015-12-31 | 2016-03-23 | 卢兴耐 | Rectangular composite drilling and mixing machine |
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| JP2004162363A (en) * | 2002-11-13 | 2004-06-10 | Marutoku Kigyo:Kk | Multiple-spindle excavator |
| CN103046597A (en) * | 2013-01-18 | 2013-04-17 | 张永忠 | Flat bottom trenching machine |
| CN104594342A (en) * | 2014-12-31 | 2015-05-06 | 张璐 | Cam SMW (Soil Mixing Wall) construction method pile machine |
| CN104632077A (en) * | 2014-12-31 | 2015-05-20 | 张永忠 | Pier foundation pile drilling excavator |
-
2015
- 2015-06-05 CN CN201510300324.1A patent/CN105002893B/en active Active
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2004162363A (en) * | 2002-11-13 | 2004-06-10 | Marutoku Kigyo:Kk | Multiple-spindle excavator |
| CN103046597A (en) * | 2013-01-18 | 2013-04-17 | 张永忠 | Flat bottom trenching machine |
| CN104594342A (en) * | 2014-12-31 | 2015-05-06 | 张璐 | Cam SMW (Soil Mixing Wall) construction method pile machine |
| CN104632077A (en) * | 2014-12-31 | 2015-05-20 | 张永忠 | Pier foundation pile drilling excavator |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105421379A (en) * | 2015-12-31 | 2016-03-23 | 卢兴耐 | Rectangular composite drilling and mixing machine |
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| Publication number | Publication date |
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| CN105002893B (en) | 2016-11-30 |
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Inventor after: Xiang Kaicheng Inventor before: Zhang Yongzhong |
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Effective date of registration: 20161010 Address after: 400055 Chongqing District of Banan City Long Island Bay Street along the river village cooperatives goldfish pond Applicant after: CHONGQING CHENYU MACHINE TOOL MANUFACTURING Co.,Ltd. Address before: Tianhe District Tong East Road Guangzhou city Guangdong province 510665 B-101 No. 5, room B-118 Applicant before: GUANGDONG GAOHANG INTELLECTUAL PROPERTY OPERATION Co.,Ltd. Effective date of registration: 20161010 Address after: Tianhe District Tong East Road Guangzhou city Guangdong province 510665 B-101 No. 5, room B-118 Applicant after: GUANGDONG GAOHANG INTELLECTUAL PROPERTY OPERATION Co.,Ltd. Address before: Ji'nan road 276800 in Shandong Province, Rizhao City Donggang District No. 277 Belvedere Garden Applicant before: Zhang Yongzhong |
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Effective date of registration: 20171114 Address after: Jiang Zhen Fu Qian Lu Rugao city in Jiangsu province Nantong City, No. 166, 226534 Patentee after: RUGAO BINJIANG URBAN CONSTRUCTION INVESTMENT Co.,Ltd. Address before: 400055 Chongqing District of Banan City Long Island Bay Street along the river village cooperatives goldfish pond Patentee before: CHONGQING CHENYU MACHINE TOOL MANUFACTURING Co.,Ltd. |
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