CN104908159A - Operation equipment for industrial large-scale solid square pile production line - Google Patents
Operation equipment for industrial large-scale solid square pile production line Download PDFInfo
- Publication number
- CN104908159A CN104908159A CN201510291367.8A CN201510291367A CN104908159A CN 104908159 A CN104908159 A CN 104908159A CN 201510291367 A CN201510291367 A CN 201510291367A CN 104908159 A CN104908159 A CN 104908159A
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- China
- Prior art keywords
- reinforcing bar
- square pile
- tie
- prestressing force
- prestressing
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- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
- B28B23/00—Arrangements specially adapted for the production of shaped articles with elements wholly or partly embedded in the moulding material; Production of reinforced objects
- B28B23/02—Arrangements specially adapted for the production of shaped articles with elements wholly or partly embedded in the moulding material; Production of reinforced objects wherein the elements are reinforcing members
- B28B23/04—Arrangements specially adapted for the production of shaped articles with elements wholly or partly embedded in the moulding material; Production of reinforced objects wherein the elements are reinforcing members the elements being stressed
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- Engineering & Computer Science (AREA)
- Manufacturing & Machinery (AREA)
- Chemical & Material Sciences (AREA)
- Ceramic Engineering (AREA)
- Mechanical Engineering (AREA)
- Reinforcement Elements For Buildings (AREA)
Abstract
The invention discloses operation equipment for an industrial large-scale solid square pile production line. A plurality of bowls with wider upper parts and narrower lower parts are arranged on concrete foundation piles flush with the operation ground are arranged at the two ends of the operation equipment, two rows of cuboidal force bearing columns are perpendicularly arranged in the bowls, two rows of rectangular prestressed tension plates are fixedly arranged in parallel on the corresponding outer lateral surfaces of the force bearing columns at the two ends, a plurality of anchorage holes for the anchorage and the penetration of fully-prestressed reinforcing steel are uniformly and correspondingly formed in the prestressed tension plates, and anchorage devices, tensioning machines and protective walls are sequentially arranged on the outer sides of the prestressed tension plates. According to the equipment, produced solid square piles are high in quality and length, and the equipment is higher in mechanization degree, low in cost, simple in structure, high in batch production efficiency, safe and reliable.
Description
Technical field
the present invention relates to a kind of large industrialized mass production entity square pile pipelining equipment, especially entity square pile large industrialized mass production pipelining equipment.
Background technology
along with the fast development of China's economy, some high-rise buildings, a large amount of constructions of high-speed rail bridge etc., not only require more and more higher to the quality kind of its basic entity square pile, and it is also increasing to the demand of entity square pile, this just needs producer not only must be able to produce in enormous quantities, high-quality, the entity square pile of overlength degree, and will more pay attention to reducing its cost, the batch making it produce is larger, speed speed is faster, make producer also will have good productivity effect, thus producer can be made to keep the high speed development of long life, therefore provide a kind of structure simple, have just necessary compared with the demand of the quick production line of large industrialization entity square pile of high efficiency.
Summary of the invention
not high in order to overcome traditional entity square pile production mechanization degree, working (machining) efficiency is lower, cannot meet the problem of China's economic construction fast development, the invention provides a kind of entity square pile large industrialized mass production pipelining equipment; The entity square pile quality that this equipment is not only produced is high, length is large, and mechanization degree is higher, cost is low, structure is simple, production efficiency is high, safe and reliable.
the technical solution adopted for the present invention to solve the technical problems is: entity square pile large industrialized mass production pipelining equipment, comprising: protecting wall, stretching machine, prestressing force arm-tie, hold column, concrete square pile, full prestressing reinforcing bar, at the two ends of this implement, on the concrete foundation pile concordant with operation ground, be provided with some cup buckets wide at the top and narrow at the bottom, in cup bucket, vertically be provided with the bearing column of two row's cuboids, on the corresponding lateral surface of two ends bearing column, be fixed with the prestressing force arm-tie of the parallel rectangle of two rows, on this prestressing force arm-tie, even correspondence is laid with the anchor hole that multiple anchoring full prestressing reinforcing bar passes, in the outside of prestressing force arm-tie, be sequentially with ground tackle, stretching machine and protecting wall, when the pouring practice of entity concrete square pile, first model and the radical of the reinforcing bar of needs is selected according to entity square pile sectional dimension length, reinforcing bar through the anchor hole of the prestressing force arm-tie at two ends and by the ground tackle fixation outside prestressing force arm-tie, make reinforcing bar fixing on the prestressing force arm-tie at two ends, reinforcing bar is made to stretch out outside the anchor hole of prestressing force arm-tie at two ends, and be connected with the stretching machine at two ends, full prestressing stretch-draw is carried out to reinforcing bar, after the prestressing force that reinforcing bar reaches required, form full prestressing reinforcing bar, and then full prestressing reinforcing bar is fixed by ground tackle again, now namely can carry out pouring practice to the entity concrete square pile of the different length of same group of full prestressing reinforcing bar, after when concrete through-hardening, again the full prestressing reinforcing bar that same group of each entity concrete square pile individuality is connected to is split, thus namely once can produce multiple prestressing force entity concrete square pile.
in plane on described prestressing force arm-tie, diagonal angle intersect and from large to small evenly in foursquare horizontal straight line on, evenly having can the through hole of full prestressing reinforcing bar distribution in corresponding size square pile cross section; Namely this structure can adapt to the square pile of producing all size.
on the large batch of production line of this prestressing force entity concrete square pile described, according to the size of factory, this implement can arrange out the long line of production that 10 are discharged to 20 rows simultaneously, and on the long line of each production, and 4 can be held simultaneously produce to 10 pairs of concrete square piles simultaneously, therefore, its production lot is comparatively large, and the quality that square pile is produced also can be protected.Whole equipment can in the production operation safely and effectively of factory building, efficiency is high, quality good, structure is simple, cost is lower.
during use, the two ends of full prestressing reinforcing bar are fixed on prestressing force arm-tie by anchor hole by ground tackle, by the medial surface that prestressing force arm-tie is corresponding holds column by the prestressing force arm-tie fixation with full prestressing reinforcing bar, then by stretching machine, full prestressing reinforcing bar is constantly stretched, the protecting wall at the rear of stretching machine, effectively can prevent full prestressing reinforcing bar Yin Lali tension and the danger of the bounce-back injury human body that ruptures.Whole equipment can in the production operation safely and effectively of factory building, efficiency is high, quality good, structure is simple, cost is lower.
the invention has the beneficial effects as follows: the entity square pile quality that this equipment is not only produced is high, length large, and mechanization degree is higher, cost is low, structure is simple, batch production efficiency is high, safe and reliable.
Accompanying drawing explanation
below in conjunction with drawings and Examples, the present invention is further described.
fig. 1 is structural principle schematic diagram of the present invention.
1. protecting walls, 2. stretching machine in figure, 3. prestressing force arm-tie, 4. holds column, 5. concrete square pile, 6. full prestressing reinforcing bar.
Detailed description of the invention
in the drawings, entity square pile large industrialized mass production pipelining equipment, comprising: protecting wall 1, stretching machine 2, prestressing force arm-tie 3, hold column 4, concrete square pile 5, full prestressing reinforcing bar 6, at the two ends of this implement, on the concrete foundation pile concordant with operation ground, be provided with some cup buckets wide at the top and narrow at the bottom, in cup bucket, vertically be provided with the bearing column 4 of two row's cuboids, on the corresponding lateral surface of two ends bearing column 4, be fixed with the prestressing force arm-tie 3 of the parallel rectangle of two rows, on this prestressing force arm-tie 3, even correspondence is laid with the anchor hole that multiple anchoring full prestressing reinforcing bar 6 passes, in the outside of prestressing force arm-tie 3, be sequentially with ground tackle, stretching machine 2 and protecting wall 1, when the pouring practice of entity concrete square pile, first model and the radical of the reinforcing bar of needs is selected according to entity square pile sectional dimension length, reinforcing bar by the anchor hole of the prestressing force arm-tie at two ends and by the ground tackle fixation outside prestressing force arm-tie, make reinforcing bar fixing on the prestressing force arm-tie at two ends, reinforcing bar is made to stretch out outside the anchor hole of prestressing force arm-tie at two ends, and be connected with the stretching machine 2 at two ends, full prestressing stretch-draw is carried out to reinforcing bar, after the prestressing force that reinforcing bar reaches required, form full prestressing reinforcing bar 6, and then full prestressing reinforcing bar 6 is fixed by ground tackle again, now namely can carry out pouring practice to the entity concrete square pile 5 of the different length of same group of full prestressing reinforcing bar 6, after when concrete through-hardening, again the full prestressing reinforcing bar 6 that same group of each entity concrete square pile 5 individuality is connected to is split, thus namely once can produce multiple prestressing force entity concrete square pile 5.
in the drawings, in the plane on described prestressing force arm-tie 3, diagonal angle intersect and from large to small evenly in foursquare horizontal straight line on, evenly having can the through hole that distributes of the full prestressing reinforcing bar 6 in corresponding size square pile cross section; Namely this structure can adapt to the square pile of producing all size.
in the drawings, on the large batch of production line of this prestressing force entity concrete square pile 5, according to the size of factory, this implement can arrange out the long line of production that 10 are discharged to 20 rows simultaneously, and on the long line of each production, and 4 can be held to producing to 10 pairs of concrete square piles 5 simultaneously simultaneously, therefore, its production lot is comparatively large, and the quality that square pile is produced also can be protected.Whole equipment can in the production operation safely and effectively of factory building, efficiency is high, quality good, structure is simple, cost is lower.
during use, the two ends of full prestressing reinforcing bar 6 are fixed on prestressing force arm-tie 3 by anchor hole by ground tackle, by the medial surface that prestressing force arm-tie 3 is corresponding holds column 4 by prestressing force arm-tie 3 fixation with full prestressing reinforcing bar 6, then by stretching machine 2, full prestressing reinforcing bar 6 is constantly stretched, the protecting wall 1 at the rear of stretching machine 2, can effectively prevent full prestressing reinforcing bar 6 rupture because of pulling force tension bounce-back injury human body danger.Whole equipment can in the production operation safely and effectively of factory building, efficiency is high, quality good, structure is simple, cost is lower.
Claims (3)
1.
entity square pile large industrialized mass production pipelining equipment, comprising: protecting wall (1), stretching machine (2), prestressing force arm-tie (3), hold column (4), concrete square pile (5), full prestressing reinforcing bar (6), it is characterized in that: at the two ends of this implement, on the concrete foundation pile concordant with operation ground, be provided with some cup buckets wide at the top and narrow at the bottom, in cup bucket, vertically be provided with the bearing column (4) of two row's cuboids, on the corresponding lateral surface of two ends bearing column (4), be fixed with the prestressing force arm-tie (3) of the parallel rectangle of two rows, on this prestressing force arm-tie (3), even correspondence is laid with the anchor hole that multiple anchoring full prestressing reinforcing bar (6) is passed, in the outside of prestressing force arm-tie (3), be sequentially with ground tackle, stretching machine (2) and protecting wall (1), when the pouring practice of entity concrete square pile, first model and the radical of the reinforcing bar of needs is selected according to entity square pile sectional dimension length, reinforcing bar by the anchor hole of the prestressing force arm-tie at two ends and by the ground tackle fixation outside prestressing force arm-tie, make reinforcing bar fixing on the prestressing force arm-tie at two ends, reinforcing bar is made to stretch out outside the anchor hole of prestressing force arm-tie at two ends, and be connected with the stretching machine (2) at two ends, full prestressing stretch-draw is carried out to reinforcing bar, after the prestressing force that reinforcing bar reaches required, form full prestressing reinforcing bar (6), and then full prestressing reinforcing bar (6) is fixed by ground tackle again, now namely can carry out pouring practice to the entity concrete square pile (5) of the different length of same group of full prestressing reinforcing bar (6), after when concrete through-hardening, again the full prestressing reinforcing bar (6) that same group of each entity concrete square pile (5) individuality is connected to is split, thus namely once can produce multiple prestressing force entity concrete square pile (5).
2.
entity square pile according to claim 1 large industrialized mass production pipelining equipment, it is characterized in that: on the large batch of production line of this prestressing force entity concrete square pile (5), according to the size of factory, this implement can arrange out the long line of production that 10 are discharged to 20 rows simultaneously, and on the long line of each production, and 4 can be held to producing to 10 pairs of concrete square piles (5) simultaneously simultaneously, therefore, its production lot is comparatively large, and the quality that square pile is produced also can be protected.Whole equipment can in the production operation safely and effectively of factory building, efficiency is high, quality good, structure is simple, cost is lower.
3.
entity square pile according to claim 1 large industrialized mass production pipelining equipment, it is characterized in that: in the plane on described prestressing force arm-tie (3), diagonal angle intersect and from large to small evenly in foursquare horizontal straight line on, evenly having can the through hole that distributes of the full prestressing reinforcing bar (6) in corresponding size square pile cross section; Namely this structure can adapt to the square pile of producing all size.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510291367.8A CN104908159B (en) | 2015-06-01 | 2015-06-01 | The big industrialized mass production pipelining equipment of entity square pile |
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| Application Number | Priority Date | Filing Date | Title |
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| CN201510291367.8A CN104908159B (en) | 2015-06-01 | 2015-06-01 | The big industrialized mass production pipelining equipment of entity square pile |
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| CN104908159A true CN104908159A (en) | 2015-09-16 |
| CN104908159B CN104908159B (en) | 2017-09-29 |
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| CN201510291367.8A Active CN104908159B (en) | 2015-06-01 | 2015-06-01 | The big industrialized mass production pipelining equipment of entity square pile |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109397523A (en) * | 2018-12-25 | 2019-03-01 | 郴州远大住宅工业有限公司 | A kind of deformed bar tensioning tooling and its application method |
| CN113211625A (en) * | 2021-04-25 | 2021-08-06 | 朱睿 | Processing platform is used in prestressed concrete production |
| CN115416153A (en) * | 2022-09-19 | 2022-12-02 | 涿州市恒旗建材有限公司 | Long-direction stretching steel die prestress production process |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US4186169A (en) * | 1976-10-21 | 1980-01-29 | Universal Development Company Limited | Process and apparatus for continuously prestressing concrete products |
| JPH05345312A (en) * | 1992-06-15 | 1993-12-27 | Jiototsupu:Kk | Manufacture and production device of pc concrete column and the like |
| JPH06297444A (en) * | 1993-04-14 | 1994-10-25 | Toyo Juki Kogyo Kk | Tension force introducing coupler of axial reinforcing material of concrete pile |
| CN103448140A (en) * | 2013-08-21 | 2013-12-18 | 大连大金马基础建设有限公司 | Full prestressing solid square pile long-line stand production line |
| CN203831571U (en) * | 2014-04-25 | 2014-09-17 | 江苏山海建设工程有限公司 | Multipurpose pre-stressed tension plate |
| CN203831572U (en) * | 2014-04-30 | 2014-09-17 | 江苏山海建设工程有限公司 | Pre-stressed reinforced concrete solid square pile tensioning pedestal |
-
2015
- 2015-06-01 CN CN201510291367.8A patent/CN104908159B/en active Active
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US4186169A (en) * | 1976-10-21 | 1980-01-29 | Universal Development Company Limited | Process and apparatus for continuously prestressing concrete products |
| JPH05345312A (en) * | 1992-06-15 | 1993-12-27 | Jiototsupu:Kk | Manufacture and production device of pc concrete column and the like |
| JPH06297444A (en) * | 1993-04-14 | 1994-10-25 | Toyo Juki Kogyo Kk | Tension force introducing coupler of axial reinforcing material of concrete pile |
| CN103448140A (en) * | 2013-08-21 | 2013-12-18 | 大连大金马基础建设有限公司 | Full prestressing solid square pile long-line stand production line |
| CN203831571U (en) * | 2014-04-25 | 2014-09-17 | 江苏山海建设工程有限公司 | Multipurpose pre-stressed tension plate |
| CN203831572U (en) * | 2014-04-30 | 2014-09-17 | 江苏山海建设工程有限公司 | Pre-stressed reinforced concrete solid square pile tensioning pedestal |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109397523A (en) * | 2018-12-25 | 2019-03-01 | 郴州远大住宅工业有限公司 | A kind of deformed bar tensioning tooling and its application method |
| CN113211625A (en) * | 2021-04-25 | 2021-08-06 | 朱睿 | Processing platform is used in prestressed concrete production |
| CN115416153A (en) * | 2022-09-19 | 2022-12-02 | 涿州市恒旗建材有限公司 | Long-direction stretching steel die prestress production process |
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| Publication number | Publication date |
|---|---|
| CN104908159B (en) | 2017-09-29 |
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Address after: 221300, No. 1, garlic Road, Su Yang Town, Xuzhou, Jiangsu, Pizhou Applicant after: JIANGSU SHANHAI NOVEL CONSTRUCTION MATERIAL CO., LTD. Address before: 221300, No. 1, garlic Road, Su Yang Town, Xuzhou, Jiangsu, Pizhou Applicant before: Jiangsu mountain and sea construction engineering corporation, Ltd |
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