CN101607415B - Automatic demoulding system of precast square pile one-piece steel mould - Google Patents
Automatic demoulding system of precast square pile one-piece steel mould Download PDFInfo
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- CN101607415B CN101607415B CN2009100673053A CN200910067305A CN101607415B CN 101607415 B CN101607415 B CN 101607415B CN 2009100673053 A CN2009100673053 A CN 2009100673053A CN 200910067305 A CN200910067305 A CN 200910067305A CN 101607415 B CN101607415 B CN 101607415B
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- steel mould
- steel
- square pile
- automatic demoulding
- slideway
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Abstract
The invention relates to an automatic demoulding system of a precast square pile one-piece steel mould, consisting of a plurality of paratactic single-body U-shaped steel moulds, and the front and the tail steel moulds are connected with each other to form a whole by a steel plate, so that a unit combined steel mould is formed; the unit combined steel mould is positioned on a slideway of I-beam; one side of the unit combined steel mould is fixed with the slideway of the I-beam, and the other side thereof is connected with an ejector rob in a driving system; and the driving system is fixed on the slideway of the I-beam. A stop block is arranged at the base angle of one side wall of every single-body U-shaped steel mould, and gaps between the stop blocks and the single-body U-shaped steel moulds are equidistant. The driving system comprises an electric motor and the ejector rob, or a high pressure oil pump, an oil transmission pipe, a hydraulic cylinder and the ejector rob, or a pressure system and the ejector rob. The automatic demoulding system solves the technical problem that a precast square pile template can not be combined, and remarkably improves the degrees of automation and mechanization as well as the product quality; the template is not needed to be assembled and disassembled, and the manpower for concreting also can be saved by more than 40%, so that the compressive cost is reduced by over 15%.
Description
Technical field
The invention belongs to the prefabricated components stripper apparatus, relate to automatic demoulding system of precast square pile one-piece steel mould specifically.
Background technology
At present, the used template of prefabricated components that concrete prefabricated element factory produces is divided into the band end template, is not with two kinds of end templates, adopts a template (being called as: " one one mould ") but be prefabricated components.That band end template member adopts is upright, crouch prefabricated all can, not influenced by the scantling size, the scope of application is wider.Be not with that the end template member is generally flat to crouch prefabricatedly, and member thickness should not be greater than 400mm, otherwise component quality is difficult to guarantee.It has following deficiency: have relatively high expectations to prefabricated place (1), requires flatness deviation≤5mm, and the prefabricated components smooth surface, the intensity height, and not dusting does not play drum etc.; (2) on-the-spotly install, the dismounting amount is big, the labour intensity height, inefficiency belongs to labour-intensive operation.(3) take up room greatly, product appearance is of poor quality etc.
Summary of the invention
The objective of the invention is to solve the problem that prior art exists, a kind of automatic demoulding system of precast square pile one-piece steel mould is provided, to the system of existing " one one mould " in advance with innovation, solve the difficult body that precast square pile template for a long time can not disjunctor, precast square pile is made build level and product quality all attains a new height.
Technical scheme of the present invention is: automatic demoulding system of precast square pile one-piece steel mould is characterized in that: it is made up of a plurality of monomer U shaped steel moulds arranged side by side; The initial and end of a plurality of monomer U shaped steel moulds arranged side by side is connected as a single entity by steel plate, constitutes the unit combination punching block; Aforesaid unit combination punching block is on the perpendicular I-steel slideway, and one side and I-steel slideway are fixed, and opposite side links to each other with push rod in the drive system, and described drive system is fixed on the I-steel slideway; In unit combination punching block bottom, from close push rod one side, the place, oppose side wall base angle of each monomer U shaped steel mould is equipped with limited block successively, and the gap between the sidewall of each limited block and its close monomer U shaped steel mould is equidistant.
Above-mentioned automatic demoulding system of precast square pile one-piece steel mould, its described drive system are motor and push rod, high-pressure oil pump, petroleum pipeline, hydraulic cylinder and push rod or baric systerm and push rod.
Above-mentioned automatic demoulding system of precast square pile one-piece steel mould, the I-steel slideway of its every group of unit combination punching block bottom is at least four.
Above-mentioned automatic demoulding system of precast square pile one-piece steel mould, its described unit combination punching block is two groups, three groups or four groups, and mutual arranged in series.
The present invention compared with prior art has following outstanding substantive distinguishing features and obvious improvement and positive effect:
(1) simple and compact for structure, be processed into a plurality of monomer U shaped steel moulds arranged side by side with steel plate, its initial and end end all passes through integrally welded with steel plate, be located on the I-steel slideway, the one side is fixed on the described slideway, and opposite side is connected and fixed with push rod and middle slide that drive system (motor, hydraulic system, pneumatic system etc.) links to each other.In unit combination punching block bottom, from close push rod one side, the place, oppose side wall base angle of each monomer U shaped steel mould is equipped with limited block successively, gap between the sidewall of each limited block and its close monomer U shaped steel mould is equidistant, is controlled at during the demoulding in the allowed band of punching block strain.
(2) automated machine degree height, technology is simple, and is easy to operate, and the amount of labour used is few, and labour intensity is low.Concreting can lift or pumping, cooperates the plug-in type vibrating head, makes its closely knit no bubble, wipes off with the vibration darby again, and it is smooth that concrete is built the part surfacing, to a revolution of the prefabricated components technology of traditional " one one mould ".
(4) template utilization rate height, demoulding speed is fast, uses hydraulic pump pulling push rod, and a demoulding of a prescription pile element just can lift stacking about one minute.
(5) adopt the disjunctor steel membrane, be rigidly connected, its intensity, rigidity, rigidity and stability are all good, our experiments show that: the prefabricated components quality is good, and smooth in appearance is well-balanced, the straight Founder of line angle.
(6) the concrete table top proportion of goods damageds are almost nil, can reduce the ratio of mud, reduce cement consumption; Do not need the assembling and disassembling template, casting concrete manually can be saved more than 40%; Integrated cost can reduce more than 15%.
(7) the present invention is applied widely, can prefabricated general reinforced concrete structure, also can precast prestressed member, and also can vary in size and make cover die and use according to scantling.
Description of drawings
Fig. 1 is a vertical view of the present invention.
Fig. 2 is the A-A cutaway view of Fig. 1.Among the figure,
1-drive system 2-hydraulic oil pipe 3-hydraulic cylinder push rod
4-I-steel slideway 5-monomer U shaped steel mould 6-limited block
The specific embodiment
Now, the present invention is further described as follows by accompanying drawing and in conjunction with the specific embodiment:
Embodiment
From Fig. 1, Fig. 2 as seen, automatic demoulding system of precast square pile one-piece steel mould of the present invention, it is made up of a plurality of monomer U shaped steel moulds 5 arranged side by side; The initial and end of these a plurality of monomer U shaped steel moulds 5 arranged side by side is connected as a single entity by steel plate, constitutes the unit combination punching block.This unit combination punching block is on the perpendicular I-steel slideway 4, and one side and I-steel slideway 4 are fixing, and opposite side links to each other with push rod 3 in the drive system 1, and described drive system 1 is fixed on the I-steel slideway 4; In unit combination punching block bottom, from close push rod 3 one sides, the place, oppose side wall base angle of each monomer U shaped steel mould 5 is equipped with limited block 6 successively, and the gap between the sidewall of each limited block and its close monomer U shaped steel mould is equidistant.
Above-mentioned automatic demoulding system of precast square pile one-piece steel mould, its described drive system 1 is motor and push rod, high-pressure oil pump, hydraulic oil pipe 2, hydraulic cylinder and push rod 3 or baric systerm and push rod.
Above-mentioned automatic demoulding system of precast square pile one-piece steel mould, its described unit combination punching block is two groups, three groups or four groups, and mutual arranged in series.
With the concrete that stirs, be cast in each monomer U shaped steel mould, vibrate through the plug-in type vibrating head, the vibration darby is wipeed off, health, start high-pressure oil pump, under the effect of hydraulic cylinder and push rod, make a sidewall of each the monomer U shaped steel mould in the combined steel, under cooperating, limited block moves equidistant gap, be controlled in the punching block strain allowed band, thereby realization entire combination punching block automatic demoulding about a minute, stack by the crane handling then, solved and perplexed prefabricated components production realization automation for a long time, the bottleneck technical barrier of mechanization has been realized precast square pile disjunctor punching block automatic demoulding.
Claims (4)
1. automatic demoulding system of precast square pile one-piece steel mould, it is characterized in that: it is made up of a plurality of monomer U shaped steel moulds arranged side by side; The initial and end of a plurality of monomer U shaped steel moulds arranged side by side is connected as a single entity by steel plate, constitutes the unit combination punching block; Aforesaid unit combination punching block is on the perpendicular I-steel slideway, and one side and I-steel slideway are fixed, and opposite side links to each other with push rod in the drive system, and described drive system is fixed on the I-steel slideway; In unit combination punching block bottom, from close push rod one side, the place, oppose side wall base angle of each monomer U shaped steel mould is equipped with limited block successively, and the gap between the sidewall of each limited block and its close monomer U shaped steel mould is equidistant.
2. 1 described automatic demoulding system of precast square pile one-piece steel mould as requested, it is characterized in that: described drive system is motor and push rod, high-pressure oil pump, petroleum pipeline, hydraulic cylinder and push rod or baric systerm and push rod.
3. automatic demoulding system of precast square pile one-piece steel mould according to claim 1 is characterized in that: the I-steel slideway of every group of unit combination punching block bottom is at least four.
4. automatic demoulding system of precast square pile one-piece steel mould according to claim 1 is characterized in that: its described unit combination punching block is two groups, three groups or four groups, and mutual arranged in series.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN2009100673053A CN101607415B (en) | 2009-07-18 | 2009-07-18 | Automatic demoulding system of precast square pile one-piece steel mould |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN2009100673053A CN101607415B (en) | 2009-07-18 | 2009-07-18 | Automatic demoulding system of precast square pile one-piece steel mould |
Publications (2)
Publication Number | Publication Date |
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CN101607415A CN101607415A (en) | 2009-12-23 |
CN101607415B true CN101607415B (en) | 2011-03-23 |
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CN2009100673053A Expired - Fee Related CN101607415B (en) | 2009-07-18 | 2009-07-18 | Automatic demoulding system of precast square pile one-piece steel mould |
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Families Citing this family (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN101973070A (en) * | 2010-09-09 | 2011-02-16 | 王世敏 | Die for manufacturing prestress hollow square pile by vibration forming method |
CN103029205B (en) * | 2012-12-21 | 2015-04-22 | 蒋卓 | Movable in-row template |
Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE19511619A1 (en) * | 1994-03-30 | 1995-10-05 | Betonbau Gmbh | Mfr. of monolithic concrete room cell |
CN2468695Y (en) * | 2001-03-14 | 2002-01-02 | 刘国恩 | Adjustable square cross section column type mould |
CN201456193U (en) * | 2009-07-18 | 2010-05-12 | 高广财 | Automatic demoulding system for steel moulds combined with premoulded square pile |
-
2009
- 2009-07-18 CN CN2009100673053A patent/CN101607415B/en not_active Expired - Fee Related
Patent Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE19511619A1 (en) * | 1994-03-30 | 1995-10-05 | Betonbau Gmbh | Mfr. of monolithic concrete room cell |
CN2468695Y (en) * | 2001-03-14 | 2002-01-02 | 刘国恩 | Adjustable square cross section column type mould |
CN201456193U (en) * | 2009-07-18 | 2010-05-12 | 高广财 | Automatic demoulding system for steel moulds combined with premoulded square pile |
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CN101607415A (en) | 2009-12-23 |
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Granted publication date: 20110323 Termination date: 20160718 |