CN102275221B - Concrete tube pile forming die and concrete tube pile forming method - Google Patents
Concrete tube pile forming die and concrete tube pile forming method Download PDFInfo
- Publication number
- CN102275221B CN102275221B CN 201110239674 CN201110239674A CN102275221B CN 102275221 B CN102275221 B CN 102275221B CN 201110239674 CN201110239674 CN 201110239674 CN 201110239674 A CN201110239674 A CN 201110239674A CN 102275221 B CN102275221 B CN 102275221B
- Authority
- CN
- China
- Prior art keywords
- concrete
- cloth
- die
- centrifugal
- mould
- 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.)
- Active
Links
Images
Landscapes
- Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)
Abstract
The invention relates to a concrete prefabricated member or tube pile forming die with low water content in concrete and without slurry leakage and a concrete tube pile forming method. The concrete prefabricated member or tube pile forming die comprises an upper die and a lower die, wherein the upper die is a material distribution forming die consisting of a material distribution modeling die and a centrifugal upper die; a material distribution opening is formed at the upper end of the material distribution modeling die in a passing-through way; and more than one group of vibrators are arranged on both sides of the material distribution modeling die. The concrete prefabricated member or tube pile forming die and the concrete tube pile forming method have the advantages that: 1, moisture in a concrete material is greatly reduced, so that the strength of concrete tube piles is improved, and the using amount of water is reduced; and 2, due to the design of the material distribution modeling die, the compactness of the wall of the formed prefabricate member or tube pile is enhanced, the reliable coincidence between a centrifugal upper die opening and a lower die opening is ensured, cement slurry in concrete slurry is prevented from leaking in the centrifugal molding process, the quality of the formed concrete tube piles is ensured, the pollution of the cement slurry to the environment is prevented, water resources are saved, the die openings are not required to be cleaned by water, labor force is saved, and production efficiency is improved.
Description
Technical field
The present invention relates to a kind of concrete water content few, without concrete prefabricated element shaping mould and the pipe of concrete method for forming pile of spillage material, belong to the manufacturings of concrete tubular pile shaping mould and concrete prefabricated element forming method, really realize prefabricated components by centrifugal rear nothing left with the field.
Background technology
No matter existing concrete prefabricated element and pile tube are cast-in-place shaping moulds, still are centrifuged into pattern, on structural design, cast-in-place shaping mould is made of open mould, is centrifuged into pattern and is made of the upper die and lower die matched moulds, and make hollow prefabricated and pile tube by centrifugal manufacturing running wheel is centrifugal.its weak point: the one, the concrete product of cast-in-place shaping mould institute moulding, its packing is poor, compression strength is low, the 2nd, be centrifuged into the pattern cloth and only be confined to the open cloth of counterdie, because not having moulding mould cloth amount few, the concrete that exceeds the counterdie part is bound to automatically subside, the 3rd, cloth goes out a lot of concrete materials of counterdie when closing mould, must be caused the upper and lower mould matched moulds not seal by falling on the matched moulds seam of counterdie, the 4th, can only improve the water content in concrete material, but nonetheless, due to the impact that is subjected to the open cloth of lower die orifice, the concrete material of its cloth is inevitably missed on the matched moulds seam of lower die orifice when closing mould, thereby centrifugal make the stake process in, not only the liquid cement in concrete slurry and fine aggregate race leakage quantity is large, the 5th, the water content in concrete material is large, at first cause concrete strength to fall the end, the concrete tubular pile wall unevenness of formed thereby is even, leak the direct contaminated environment of slurry of running, a large amount of wastes of water resource, the intensity of concrete tubular pile that the more important thing is institute's moulding is low, directly affect the reliability of product quality.
Summary of the invention
Purpose of design: avoid the weak point in background technology, design a kind of concrete water content few, without spillage material, concrete tubular pile shaping mould and pipe of concrete method for forming pile that the pile tube shaping strength is high.
Design: in order to realize above-mentioned purpose of design.1, patrix is by cloth moulding mould and centrifugal patrix
The design of the cloth shaping mould that consists of is one of technical characterictic of the present invention.the purpose of doing like this is: due to the suitable long cloth mouth of being used to open up in cloth moulding mould upper end, and be provided with the vibrator more than a group in cloth moulding mould both sides, therefore after cloth moulding mould and counterdie matched moulds, not only can fundamentally solve concrete prefabricated element or pile tube and be subjected to the few defective of its counterdie die cavity restriction cloth, and because the cloth mouth two ends of cloth moulding mould are end plate, die orifice is up big and down small, therefore it not only can feed more, and can fill the few concrete material of water content and guarantee not outer missing of the few concrete material of water content, the concrete material water content that has fundamentally solved the background technology existence is high, waste water resource, cement slurry leaks the defective of running contaminated environment.2, cloth moulding mould both sides are provided with the design of one group of above vibrator, are two of technical characterictics of the present invention.the purpose of doing like this is: because vibrator can make the little concrete material of water content naturally fall into counterdie by the mode of vibrating the concrete material in the cloth shaping mould that is made of cloth moulding mould and centrifugal patrix, the little concrete of water content shake closely knit after not for being collapsed upon on the matched moulds mouth, therefore the water content in the concrete material of institute's cloth is greatly reduced---and-formation contains the loose wet feed of concrete of little water, the wet feed that should fall apart is distributed in the cloth shaping mould that is made of cloth moulding mould and centrifugal patrix and neither the phenomenon of spillage can occurs, slurry can not occur during matched moulds yet to be dropped on counterdie matched moulds seam, therefore the concrete material water content of fundamentally having avoided background technology to exist is large, miss the defective on counterdie matched moulds seam during cloth, avoided the generation of concrete slurry spillage phenomenon, guaranteed concrete content in institute's formation of concrete pile tube, make the concrete hollow pile tube packing of institute's moulding high, intensity is high.3, being provided with the design of sealing strip on the matched moulds seam of moulding mould mould, is three of technical characterictic of the present invention.The purpose of doing like this is: the sealing bar can make when realizing the vibration of moulding modeling and be combined with the sealing of counterdie, can avoid again the centrifugal leakage of the cement slurry race in concrete material in stake excessively of making, both guaranteed the quality of institute's formation of concrete pile tube, avoid again the cement slurry environmental pollution, saved again water resource simultaneously.
Technical scheme 1: a kind of concrete tubular pile shaping mould, it comprises upper die and lower die, described patrix consists of the cloth shaping mould by cloth moulding mould and centrifugal patrix, and the cloth mouth is used to open up along long in cloth moulding mould upper end, and cloth moulding mould 1 both sides are provided with one group of above vibrator.
Technical scheme 2: a kind of pipe of concrete method for forming pile, ⑴ counterdie be positioned at centrifugal make the stake running wheel on, cloth moulding mould is positioned on counterdie and cloth moulding mould under shed and lower die open coincide, the concrete spice quantitatively is distributed in the cloth shaping mold cavity that is made of counterdie and cloth moulding mould successively by the concrete distributing bucket, then the Vibration on Start-up device, make the concrete compaction that is distributed in model by vibration; ⑵ take off cloth moulding mould, with centrifugal patrix and counterdie matched moulds, then by centrifugal make a running wheel centrifugal namely get water content few, without the hollow concrete tubular pile of spillage material.
the present invention compares with background technology, the one, owing to greatly having reduced the moisture content in the concrete material, not only improved the intensity of made concrete tubular pile, and minimizing water 50Kg in the concrete slurry of about every cubic metre, 1 year national concrete gives the concrete of about 5 billion cubic meters of industry production processed, reduce with 2,500 ten thousand tons of cement amounts, 1,000 ten thousand tons, water, the 2nd, the design of cloth moulding mould, the packing of formed thereby pile tube wall thickness is strengthened, and because cloth moulding mould is positioned on counterdie and cloth moulding mould under shed and lower die open coincide, in cloth, concrete slurry can't be missed on counterdie matched moulds seam, therefore guaranteed reliable the coincideing between centrifugal patrix die orifice and counterdie die orifice, avoided the race of cement slurry leakage in concrete slurry in centrifugal modeling, not only guaranteed formed thereby pipe of concrete quality of pile, avoid the cement slurry environmental pollution, saved water resource, and need not water and clean die orifice, both saved the labour, improved again production efficiency 90% when the cloth work measurement.
Description of drawings
Fig. 1 is the decomposition texture schematic diagram of cloth moulding mould and counterdie in concrete prefabricated element or pile tube shaping mould.
Fig. 2 is the structural representation after Fig. 1 matched moulds.
Fig. 3 is the knot of matched moulds after centrifugal patrix and counterdie material feeding in concrete prefabricated element or pile tube shaping mould
The structure schematic diagram.
Fig. 4 is that Fig. 3 is positioned at the centrifugal structural representation of making in running wheel mechanism.
Fig. 5 is the decomposition texture schematic diagram of rectangle cloth moulding mould and counterdie in concrete prefabricated element or pile tube shaping mould.
Fig. 6 is the structural representation after Fig. 5 matched moulds.
Fig. 7 is the structural representation of matched moulds after the centrifugal patrix of rectangle and counterdie material feeding in concrete prefabricated element or pile tube shaping mould.
Fig. 8 is the decomposition texture schematic diagram of polygon cloth moulding mould and counterdie in concrete prefabricated element or pile tube shaping mould.
Fig. 9 is the structural representation after Fig. 8 matched moulds.
Figure 10 is the structural representation of matched moulds after the centrifugal patrix of polygon and counterdie material feeding in concrete prefabricated element or pile tube shaping mould.
Figure 11 is the decomposition texture schematic diagram of dihedral cloth moulding mould and counterdie in concrete prefabricated element or pile tube shaping mould.
Figure 12 is the structural representation after Figure 11 matched moulds.
Figure 13 is the structural representation of matched moulds after the centrifugal patrix of dihedral and counterdie material feeding in concrete prefabricated element or pile tube shaping mould.
The specific embodiment
Embodiment 1: with reference to accompanying drawing 1-13.A kind of concrete prefabricated element or pile tube shaping mould, it comprises upper die and lower die 4, described patrix consists of the cloth shaping mould by cloth moulding mould 1 and centrifugal patrix 6, and cloth mouth 2 is used to open up along long in cloth moulding mould 1 upper end, and cloth moulding mould 1 both sides are provided with one group of above vibrator 3.Described cloth mouth two ends are that end plate, die orifice 2 are for up big and down small.2, the described cloth mouth of being used to lead to is provided with the typing muscle.Described vibrator 3 is eccentric type vibrator.Be equipped with sealing strip (rubber or rubber-plastics material) on the matched moulds seam of described counterdie.The die cavity of described cloth shaping mould is circular (Fig. 1-3) or rectangle (Fig. 5-7) or prismatic or polygon (Fig. 8-10) or dihedral (Figure 11-13).
Cloth moulding mould 1 both sides are provided with one group of above vibration source 3, also can change cloth moulding mould 1 into and be positioned on counterdie 4, and counterdie 4 is positioned on vibration source, and vibration source 3 can be the vibration source that eccentric type vibrator consists of, or the pneumatic vibration source etc.
Cloth moulding mould 1 both sides are provided with one group of above vibration source 3, also can change cloth moulding mould 1 into is positioned on counterdie 4, counterdie 4 is positioned on wheel vehicle frame (or running wheel 5), wheel vehicle frame (or running wheel 5) is positioned on vibration source, vibration source 3 can be the vibration source that eccentric type vibrator consists of, or the pneumatic vibration source etc.
Embodiment 2: on the base of embodiment 1, a kind of method of concrete tubular pile shaping mould formation of concrete pile tube, ⑴ counterdie 4 be positioned at centrifugal make the stake running wheel 5 on, cloth moulding mould 1 is positioned on counterdie 4 and cloth moulding mould 1 under shed and lower die open coincide, the concrete spice quantitatively is distributed in the cloth shaping mold cavity that is made of counterdie 4 and cloth moulding mould 1 successively by the concrete distributing bucket, then the Vibration on Start-up device, make the concrete compaction that is distributed in model by vibration; ⑵ take off cloth moulding mould 1, with centrifugal patrix 6 and counterdie 4 matched moulds, then by centrifugal make a running wheel 5 centrifugal namely get water content few, without the hollow concrete tubular pile of spillage material.Described concrete slurry 7 quantitatively is distributed in the cloth shaping mold cavity that is made of counterdie 4 and cloth moulding mould 1 successively by the concrete distributing bucket, then Vibration on Start-up device, make the concrete compaction that is distributed in model by vibration, take off cloth moulding mould 1, with centrifugal patrix and counterdie matched moulds, then hale by haling mechanism the rod iron that is positioned at concrete, with hale rear concrete tubular pile shaping mould logical centrifugal make a running wheel 5 centrifugal namely get water content few, hale distortion hollow concrete tubular pile without the spillage material.Be circle or rectangle or prismatic or polygon or dihedral in described cloth shaping mold cavity.
What need to understand is: although above-described embodiment is to the present invention's detailed text description of contrasting; but these text descriptions; just the simple text of mentality of designing of the present invention is described; rather than to the restriction of invention mentality of designing; any combination, increase or modification that does not exceed mentality of designing of the present invention all falls within the scope of protection of the present invention.
Claims (8)
1. concrete tubular pile shaping mould, it comprises upper die and lower die ⑷, it is characterized in that: described patrix consists of the cloth shaping mould by cloth moulding mould ⑴ and centrifugal patrix ⑹, and cloth mouth ⑵ is used to open up along long in cloth moulding mould ⑴ upper end, and cloth moulding mould ⑴ both sides are provided with one group of above vibrator ⑶; Described cloth mouth two ends are that end plate, die orifice ⑵ are that up big and down small type becomes an interim storage bucket.
2. concrete tubular pile shaping mould according to claim 1, is characterized in that: be provided with the typing muscle below between the described cloth mouth ⑵ that is used to lead to.
3. concrete tubular pile shaping mould according to claim 1, it is characterized in that: described vibrator ⑶ is eccentric type vibrator.
4. concrete tubular pile shaping mould according to claim 1, is characterized in that: be equipped with sealing strip on the matched moulds seam of described member modeling.
5. concrete tubular pile shaping mould according to claim 1, it is characterized in that: the die cavity of described cloth shaping mould is circle or rectangle or prismatic or polygon or dihedral.
6. pipe of concrete method for forming pile, it is characterized in that: ⑴ counterdie ⑷ be positioned at centrifugal make the stake running wheel ⑸ on, cloth moulding mould ⑴ is positioned at that counterdie ⑷ is upper and cloth moulding mould ⑴ under shed is identical with lower die open, the concrete spice quantitatively is distributed in the cloth moulding die cavity that is made of counterdie ⑷ and cloth moulding mould ⑴ successively by the concrete distributing bucket, then Vibration on Start-up device makes the concrete compaction moulding that is distributed in model and less than the patrix internal diameter by vibration; ⑵ take off cloth moulding mould ⑴, with centrifugal patrix ⑹ and counterdie ⑷ matched moulds, then by centrifugal manufacturing member, running wheel ⑸ centrifugal namely get water content few, without the hollow concrete pile tube of spillage material.
7. the method made of concrete tubular pile shaping mould formation of concrete member according to claim 6, it is characterized in that: described concrete slurry ⑺ quantitatively is distributed in the cloth shaping mold cavity that is made of counterdie ⑷ and cloth moulding mould 1 successively by the concrete distributing bucket, then Vibration on Start-up device, make the concrete compaction that is distributed in model by vibration, take off cloth moulding mould ⑴, with centrifugal patrix and counterdie matched moulds, then hale by haling mechanism rod iron and the reinforcing bar that is positioned at concrete, namely to get water content few with haling logical centrifugal make a running wheel ⑸ centrifugal of rear concrete tubular pile shaping mould, be out of shape the hollow concrete pile tube without haling of spillage material.
8. pipe of concrete method for forming pile according to claim 6, is characterized in that: be circle or rectangle or prismatic or polygon or H shape in described cloth shaping mold cavity.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201110239674 CN102275221B (en) | 2011-08-20 | 2011-08-20 | Concrete tube pile forming die and concrete tube pile forming method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201110239674 CN102275221B (en) | 2011-08-20 | 2011-08-20 | Concrete tube pile forming die and concrete tube pile forming method |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN102275221A CN102275221A (en) | 2011-12-14 |
| CN102275221B true CN102275221B (en) | 2013-06-12 |
Family
ID=45101105
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201110239674 Active CN102275221B (en) | 2011-08-20 | 2011-08-20 | Concrete tube pile forming die and concrete tube pile forming method |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN102275221B (en) |
Families Citing this family (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103737711B (en) * | 2014-01-24 | 2016-01-06 | 四川华西绿舍建材有限公司 | The die sinking distribution device of prestressed centrifugally stake |
| CN104960087A (en) * | 2015-06-05 | 2015-10-07 | 张玉如 | Pipe pile mold |
| CN105599125A (en) * | 2016-03-03 | 2016-05-25 | 福建大力管桩有限公司 | Pipe pile leakproof distribution device and distribution method |
| CN105856408A (en) * | 2016-06-02 | 2016-08-17 | 江门市新会区天海有限公司 | Concrete feeding tool for producing cement pole and use method of concrete feeding tool |
| CN106042171B (en) * | 2016-06-20 | 2018-01-16 | 浙江宏宇工程勘察设计有限公司 | A kind of precast concrete justifies stake processing unit (plant) |
Family Cites Families (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB0104635D0 (en) * | 2001-02-24 | 2001-04-11 | Davis Kenneth J | Method for the production of slabs or tiles |
| CN2839909Y (en) * | 2005-07-08 | 2006-11-22 | 烟台冰轮股份有限公司 | Working medium oil cooling system for screw machine set |
| CN201136091Y (en) * | 2008-01-08 | 2008-10-22 | 郭和惠 | Vacuum material-distributing machine |
-
2011
- 2011-08-20 CN CN 201110239674 patent/CN102275221B/en active Active
Also Published As
| Publication number | Publication date |
|---|---|
| CN102275221A (en) | 2011-12-14 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN102275221B (en) | Concrete tube pile forming die and concrete tube pile forming method | |
| CN205766774U (en) | Pump concrete cloth mould | |
| CN104308957B (en) | A kind of concrete or the compressing apparatus and method of non-burning brick semidry method | |
| CN201581634U (en) | Tool for casting concrete for template used in supporting constructional column of filler wall | |
| CN202656270U (en) | Molding modeling mould for concrete prefabricated component | |
| CN108412094A (en) | The construction method and device of the hollow concrete wall of masonry between a kind of replacement shear wall | |
| CN104500857A (en) | Regenerated concrete dewatering pipe and manufacturing method thereof | |
| CN202528312U (en) | Concrete tubular pile forming die | |
| CN102267177A (en) | Self-compacting concrete moulding method for PCCP (prestressed concrete cylinder pipe) cores | |
| CN208792315U (en) | A kind of pile cover producing device | |
| CN203031746U (en) | Tubular pile concrete feeding system | |
| CN202850017U (en) | Modified type prestress high-strength concrete hollow square pile | |
| CN201007002Y (en) | Fragmental stone composite pile and construction equipment thereof | |
| CN206913371U (en) | A kind of pneumatic die arrangement of concrete | |
| CN205974286U (en) | Building rubbish recovery processing brickmaking system | |
| CN202213050U (en) | Vibration-free self-compacting concrete homogenizer for tube core | |
| CN211074025U (en) | Concrete block forming device | |
| CN206859199U (en) | A kind of composite foundation | |
| CN205630961U (en) | Full -automatic brickmaking machine | |
| CN107060191B (en) | It is a kind of to exempt to demould building structure and method using the assembled that building waste is raw material | |
| CN102198692B (en) | Die for production of three-row-hole recycled concrete | |
| CN206693628U (en) | A kind of building machinery engineering hopper | |
| CN206646646U (en) | Interior ring type steel tube regeneration monolith assembling structure | |
| CN102294745B (en) | Vibration-free self-compacting concrete homogenizer for pipe core | |
| CN207825150U (en) | A kind of self-compacting concrete sealing edge die |
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 | ||
| CB03 | Change of inventor or designer information |
Inventor after: Zhou Zhaodi Inventor after: Qi Jinliang Inventor after: Ren Qingying Inventor after: Zhao Yuhong Inventor before: Zhou Zhaodi |
|
| COR | Change of bibliographic data | ||
| PE01 | Entry into force of the registration of the contract for pledge of patent right |
Denomination of invention: Forming mould of concrete pipe pile and forming method of concrete pipe pile Effective date of registration: 20200927 Granted publication date: 20130612 Pledgee: CITIC Bank Limited by Share Ltd. Ningbo branch Pledgor: Zhou Zhaodi Registration number: Y2020330000772 |
|
| PE01 | Entry into force of the registration of the contract for pledge of patent right |