CN100579749C - Prestressed concrete hollow pile production pile - Google Patents
Prestressed concrete hollow pile production pile Download PDFInfo
- Publication number
- CN100579749C CN100579749C CN200610163859A CN200610163859A CN100579749C CN 100579749 C CN100579749 C CN 100579749C CN 200610163859 A CN200610163859 A CN 200610163859A CN 200610163859 A CN200610163859 A CN 200610163859A CN 100579749 C CN100579749 C CN 100579749C
- Authority
- CN
- China
- Prior art keywords
- pile
- support
- concrete hollow
- outer tube
- tube
- 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.)
- Expired - Fee Related
Links
- 238000004519 manufacturing process Methods 0.000 title claims description 27
- 239000011513 prestressed concrete Substances 0.000 title claims description 10
- 239000004567 concrete Substances 0.000 claims abstract description 14
- 230000005540 biological transmission Effects 0.000 claims abstract description 11
- 210000003205 muscle Anatomy 0.000 claims description 9
- 230000008878 coupling Effects 0.000 claims description 6
- 238000010168 coupling process Methods 0.000 claims description 6
- 238000005859 coupling reaction Methods 0.000 claims description 6
- 238000005096 rolling process Methods 0.000 claims description 6
- 238000000465 moulding Methods 0.000 claims description 5
- 238000010276 construction Methods 0.000 claims description 3
- 238000001125 extrusion Methods 0.000 claims description 3
- 239000000463 material Substances 0.000 abstract description 4
- 238000007493 shaping process Methods 0.000 abstract 1
- 238000006243 chemical reaction Methods 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 238000012423 maintenance Methods 0.000 description 2
- 238000003466 welding Methods 0.000 description 2
- 241000196324 Embryophyta Species 0.000 description 1
- 235000003140 Panax quinquefolius Nutrition 0.000 description 1
- 240000005373 Panax quinquefolius Species 0.000 description 1
- 238000005056 compaction Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 239000012467 final product Substances 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000010008 shearing Methods 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
Images
Landscapes
- Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)
- Piles And Underground Anchors (AREA)
Abstract
The invention relates to a machine used to produce prestress concrete hollow post, wherein the longitudinal support has at least two support plates longitudinally; the transmission is fixed between support plates while another end is connected to the screw tube with blades; the back end of screw tube is connected to one holing tube; the screw tube is in one outer tube fixed with support or support plate; the screw tube and outer tube have material protrusion chamber between them; the radial side wall of outer tube has material inlet; the inner holing tube is in one vibration mold support whose bottom is on the ground; the inner holing tube, vibration mold support and the ground form shaping mould chamber of concrete hollow post; the vibration mold support with power device via spring is connected to the support; the vibration mold support and outer tube have guide plate between; the guide plate is horn cylinder connected to the outlet of outer tube; the vibration mold support can be integral or detachable, while its inner wall is same as the section of hollow post.
Description
Technical field:
The present invention is a kind of production machine that is used for the prestressing concrete hollow pile of building trade.
Background technology:
At present, prefabricated tubular pile is in great demand, and existing prefabricated tubular pile production equipment is to utilize centrifugal principle, makes concrete be centrifuged into hollow pile for prestressed pipe in the model of rotation at a high speed.Therefore, it needs the rotation production line of big power, also needs maintenance of Electric Traction low-voltage circuit control system and steam high temperature and relevant auxiliary facilities.In addition, need big factory building, big driving, large-scale mixing plant, large-scale place and heavy transport etc.This traditional mode of production is big owing to investing, complex manufacturing, and electric quantity consumption is big, adds maintenance of equipment and freight height, so pile tube cost cost is high for a long time.
Summary of the invention:
The objective of the invention is to propose a kind of production machine of prestressing concrete hollow pile, it comprises support, gripper shoe, outer tube, guide plate, the vibration mould bases, motor, gearbox, shaft coupling, bearing, power transmission shaft, helix tube, interior pore-forming pipe, road wheel, parts such as spring, the outputting power of motor drives the power transmission shaft running through gearbox and shaft coupling, feature is: longitudinally two of fixed and arranged or above mutual gripper shoe at regular intervals at least in the support, be fixed in the helix tube of its other end connection one band blade of power transmission shaft between the gripper shoe, the helix tube rear end connects pore-forming pipe in, described band blade screw pipe is positioned at an outer tube that is fixedly linked with support or gripper shoe, form the charging extrusion chamber between helix tube and the outer tube, on the radial sidewalls of outer tube charging aperture is arranged; The pore-forming pipe is positioned at the vibration mould bases that a bottom is positioned over ground in described, form the mould chamber of concrete hollow pile between interior pore-forming pipe and vibration mould bases and the ground, the vibration mould bases that has power set links to each other with support by spring and keeps relative position relation, is furnished with guide plate between vibration mould bases and the outer tube.
On support or gripper shoe, it is positioned on the same axis with the helix tube and the interior pore-forming pipe of band blade by bearings at described power transmission shaft two ends; Described guide plate is the discharge end that the loudspeaker tubular is connected outer tube.
Described vibration mould bases can be an en-block construction, also can constitute to several piece for two, and the inner wall surface thereof shape is consistent with the shape of cross section of production hollow pile.
The port of export of described vibration mould bases is equipped with and can be pressed in the moulding pile body surface to form the rolling bearing of profile of tooth; The rolling bearing back is equipped with and is inserted the moulding pile body surface to form the vent stem of getting of inlet opening.
The present invention compares with traditional production equipment, has the following advantages and good effect:
The first, the production equipment simple structure, power is little, power consumption is few, small investment, production cost are low.
The second, production technology is simple.
Three, the pile for prestressed pipe of Sheng Chaning is fit to middle-size and small-size cities and towns and rural development use, has remedied the demand of remote cities and towns construction.
Four, marketing is fast, the returns of investment height.
The concrete hollow pile that the present invention produced is compared with traditional prefabricated tubular pile, also has following advantage:
The first, cheap, save material, also can exempt and play the sandbag stake.
The second, flexibility ratio height in the production process can be made inlet opening and surperficial profile of tooth on pile body, make pile body mill resistance become shearing force, has improved bearing capacity of single pile.
Three, can from prefabricated tubular pile is hollow, draw water, make soil layer be consolidated in pile body surface rapidly, can effectively improve bearing capacity of single pile.
Description of drawings:
Fig. 1 is a structural representation of the present invention.
Fig. 2 is the A-A profile among Fig. 1.
Fig. 3 produces the vibration mould bases that the triangular concrete hollow pile uses and the annexation schematic diagram of support.
Fig. 4 is the triangular concrete hollow pile schematic cross-section of producing according to the present invention.
The specific embodiment:
Further specify below in conjunction with embodiment and accompanying drawing thereof.
The prestressed concrete hollow pile production pile that embodiment provides is by helix tube 12, charging aperture 13, interior pore-forming pipe 15, spring 16, road wheel 17, the rolling bearing 18 of the vibration mould bases 5 of support 1, gripper shoe 2, outer tube 3, guide plate 4, drive device, power motor 6, gearbox 7, shaft coupling 8, bearing 9, power transmission shaft 10, band blade, get vent stem 19 etc. and form.
The profile of tooth of the prestressing concrete hollow pile pile body surface of producing is finished by rolling bearing 18: molded pile body drives the rolling bearing rotation when promptly advancing, and is pressed in the moulding pile body surface and forms profile of tooth.The pile body inlet opening is to be finished by the vent stem 19 of independently getting that is contained in vibration mould bases 5 ends, and the hole is got automatically or by manually finishing in the aperture.
Present embodiment is an example with the triangle pile, and as Fig. 4 prompting, 20 be the interior main muscle of pile body, 21 be on the main muscle around muscle, 22 is the pile body inlet opening, 23 is triangle hollow pile pile body.
According to production machine provided by the invention, the prestressing concrete hollow pile of processing different cross section only needs to change difform vibration mould bases and gets final product.
Claims (7)
1, a kind of prestressed concrete hollow pile production pile, it comprises support, gripper shoe, outer tube, guide plate, the vibration mould bases, motor, gearbox, shaft coupling, bearing, power transmission shaft, helix tube, interior pore-forming pipe, road wheel, spring, the outputting power of motor drives the power transmission shaft running through gearbox and shaft coupling, it is characterized in that: longitudinally two of fixed and arranged or above mutual gripper shoe at regular intervals at least in the support, be fixed in the helix tube of its other end connection one band blade of power transmission shaft between the gripper shoe, the helix tube rear end connects pore-forming pipe in, described band blade screw pipe is positioned at an outer tube that is fixedly linked with support or gripper shoe, form the charging extrusion chamber between helix tube and the outer tube, on the radial sidewalls of outer tube charging aperture is arranged; The pore-forming pipe is positioned at the vibration mould bases that a bottom is positioned over ground in described, form the mould chamber of concrete hollow pile between interior pore-forming pipe and vibration mould bases and the ground, the vibration mould bases that has power set links to each other with support by spring and keeps relative position relation, is furnished with guide plate between vibration mould bases and the outer tube.
2, prestressed concrete hollow pile production pile according to claim 1 is characterized in that: on support or gripper shoe, it is positioned on the same axis with the helix tube and the interior pore-forming pipe of band blade by bearings at the power transmission shaft two ends.
3, prestressed concrete hollow pile production pile according to claim 1 is characterized in that: on four jiaos of frame bottom road wheel is housed.
4, prestressed concrete hollow pile production pile according to claim 1 is characterized in that: be furnished with the through hole that connects main muscle on the gripper shoe.
5, prestressed concrete hollow pile production pile according to claim 1 is characterized in that: guide plate is the discharge end that the loudspeaker tubular is connected outer tube.
6, prestressed concrete hollow pile production pile according to claim 1 is characterized in that: the vibration mould bases can be an en-block construction, also can constitute to several piece for two, and the inner wall surface thereof shape is consistent with the shape of cross section of production hollow pile.
7, prestressed concrete hollow pile production pile according to claim 1 is characterized in that: the port of export of vibration mould bases is equipped with and can be pressed in the moulding pile body surface to form the rolling bearing of profile of tooth.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN200610163859A CN100579749C (en) | 2006-12-29 | 2006-12-29 | Prestressed concrete hollow pile production pile |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN200610163859A CN100579749C (en) | 2006-12-29 | 2006-12-29 | Prestressed concrete hollow pile production pile |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN1994708A CN1994708A (en) | 2007-07-11 |
| CN100579749C true CN100579749C (en) | 2010-01-13 |
Family
ID=38249949
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN200610163859A Expired - Fee Related CN100579749C (en) | 2006-12-29 | 2006-12-29 | Prestressed concrete hollow pile production pile |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN100579749C (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102267169B (en) * | 2010-06-04 | 2013-01-09 | 如皋大禹地下管道成型机研究所 | Agricultural integral continuous extrusion forming machine for elliptic concrete pipe |
Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1133771A (en) * | 1995-10-13 | 1996-10-23 | 广州羊城管桩有限公司 | Technique for mfg. prestressed high-strength concrete pipe pile by blending grinding fine building sand |
| CN2376500Y (en) * | 1999-06-18 | 2000-05-03 | 梁毅 | Apparatus for holding concrete prefabricated pile |
| CN1401857A (en) * | 2002-09-27 | 2003-03-12 | 蒋元海 | Polyacrylic fibre reinforced pretensioning prestressed concrete pipe pile |
-
2006
- 2006-12-29 CN CN200610163859A patent/CN100579749C/en not_active Expired - Fee Related
Patent Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1133771A (en) * | 1995-10-13 | 1996-10-23 | 广州羊城管桩有限公司 | Technique for mfg. prestressed high-strength concrete pipe pile by blending grinding fine building sand |
| CN2376500Y (en) * | 1999-06-18 | 2000-05-03 | 梁毅 | Apparatus for holding concrete prefabricated pile |
| CN1401857A (en) * | 2002-09-27 | 2003-03-12 | 蒋元海 | Polyacrylic fibre reinforced pretensioning prestressed concrete pipe pile |
Also Published As
| Publication number | Publication date |
|---|---|
| CN1994708A (en) | 2007-07-11 |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| ASS | Succession or assignment of patent right |
Owner name: YUNNAN JUHE CONSTRUCTION GROUP CO., LTD. Free format text: FORMER OWNER: GUO ZHAOQUAN Effective date: 20100621 |
|
| C41 | Transfer of patent application or patent right or utility model | ||
| COR | Change of bibliographic data |
Free format text: CORRECT: ADDRESS; FROM: 650226 NO.501, UNIT 1, BUILDING 23, DONGFANGMEIGUIYUAN, SHIBO ROAD, PANLONG DISTRICT, KUNMING CITY, YUNNAN PROVINCE TO: 650217 NO.1, 11/F, MAIN BUILDING, KUNMING GUANDU REAL ESTATE TRANSACTION CENTER, NO.C2-13, CHUNCHENG ROAD, KUNMING CITY, YUNNAN PROVINCE |
|
| TR01 | Transfer of patent right |
Effective date of registration: 20100621 Address after: The main building of Kunming District of Guandu City Real Estate Trading Center in Yunnan province 650217 Kunming Chuncheng Road No. C2-13 11 floor No. 1 Patentee after: Yunnan Juhe Construction Group Co., Ltd. Address before: 650226, No. 1, unit 23, Dongfang rose garden, Expo Road, Panlong Road, Yunnan, Kunming, 501 Patentee before: Guo Zhaoquan |
|
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20100113 Termination date: 20161229 |