CN101653102A - Manufacture method for concrete stake of aquiculture escape-proof fence - Google Patents

Manufacture method for concrete stake of aquiculture escape-proof fence Download PDF

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Publication number
CN101653102A
CN101653102A CN200910034432A CN200910034432A CN101653102A CN 101653102 A CN101653102 A CN 101653102A CN 200910034432 A CN200910034432 A CN 200910034432A CN 200910034432 A CN200910034432 A CN 200910034432A CN 101653102 A CN101653102 A CN 101653102A
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China
Prior art keywords
template
cylindrical shape
concrete stake
stake
centimetre
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CN200910034432A
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CN101653102B (en
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周鑫
赵朝阳
徐增洪
张英
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Freshwater Fisheries Research Center of Chinese Academy of Fishery Sciences
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Freshwater Fisheries Research Center of Chinese Academy of Fishery Sciences
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Priority to CN2009100344323A priority Critical patent/CN101653102B/en
Publication of CN101653102A publication Critical patent/CN101653102A/en
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    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02ATECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A40/00Adaptation technologies in agriculture, forestry, livestock or agroalimentary production
    • Y02A40/80Adaptation technologies in agriculture, forestry, livestock or agroalimentary production in fisheries management
    • Y02A40/81Aquaculture, e.g. of fish

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Abstract

The invention relates to a manufacture method for a concrete stake of aquiculture escape-proof fence, comprising the steps of combining a plurality of molding boards into a tubular molding board, respectively fixing a cylindrical upper bushing and a cylindrical lower bushing to the upper and the lower ends of the tubular molding board, fixing a cylindrical middle bushing to the middle part of thetubular molding board, erecting the molding board, sealing the lower end as the bottom of the molding board, opening the upper end of the molding board, inserting a reinforcing steel bar into the molding board, injecting the concrete into the molding board from the upper end, detaching the bushing after solidifying, separating the molding board for finishing the manufacture of concrete stake, andthen fixing the fence onto the stake with an iron wire or a clamp. The invention has the advantages that the molding board of the invention is detachable and reusable, the manufacture method is simple, the manufacture cost is low, the surface of the concrete stake is smooth, and the service life is long.

Description

A kind of preparation method of concrete stake of aquiculture escape-proof fence
Technical field
The present invention relates to a kind of structure of concrete stake of aquiculture escape-proof fence, especially a kind of preparation method of concrete stake of aquiculture escape-proof fence belongs to technical field of aquaculture.
Background technology
When cultivating river crab, Procambius clarkii or other aquatic products kind of escaping easily, need set up escape-proof fence usually.Present escape-proof fence except that brick wall structure and glass structure, other all need to drive piles fixing as plastic plate structure, plastic film structures, calcium-plastic board structure, metal structure or net chip architecture, collapse to prevent fence.Common enclosure pile can have timber, bamboo stake, reinforced concrete stake and steel-pipe pile etc., and wherein steel-pipe pile intensity is big, but the cost height, easy-to-rust; Timber and bamboo stake cost are low, but perishable becoming fragile, service life is short; fracture because of enclosure pile or collapse through regular meeting when running into inclement weather conditions the aquaculture organism escape phenomenon takes place; therefore for guaranteeing the reliability of fence, will change once every 2-4, cost performance is lower.Reinforced concrete stake intensity is big, long service life, but producing, traditional reinforced concrete stake needs to make earlier steel bar framework, it ties up certain technical difficulty, and need special-purpose place to be used for the concrete stake casting, therefore be suitable for specialized production, used as the fence of aquaculture with the time exist the higher defective of cost performance, be unfavorable for the reduction of aquaculture cost.In addition, traditional reinforced concrete stake mostly is square column, rough surface, and the stake end is flat, and the piling difficulty is big, and the stake top is easily cracked, and deeply then easily lodging is played not in stake, so seldom adopts the reinforced concrete stake on the fence of aquaculture.Timber and traditional reinforced concrete stake are often climbed by harmful animals such as mouse, easily aquaculture organism are worked the mischief.
Summary of the invention:
The objective of the invention is to overcome above-mentioned defective, provide a kind of production method easy, need not be equipped with special-purpose casting place, be suitable for the preparation method of the reinforced concrete stake of the aquaculture fence special use that peasant household produces voluntarily.The concrete stake intensity of utilizing this method to produce meets the requirement of breeding production, and production cost is low, and long service life helps the raising of enclosure culture, net enclosure culture input-output ratio.
According to technical scheme provided by the invention, a kind of preparation method of concrete stake of aquiculture escape-proof fence, adopt following making step:
1, mold materials is selected: template, cylindrical shape lower end sleeve pipe, cylindrical shape intermediate casing and cylindrical shape upper sleeve portion material select unplasticizied polyvinyl chloride (U-PUC or U-PVC) as mould;
2, the composition of mould and making: comprise template 1, cylindrical shape upper sleeve portion 2, cylindrical shape intermediate casing 3,4 four parts of cylindrical shape lower end sleeve pipe; Template 1 is combined into tubulose, and cylindrical shape upper sleeve portion 2 and cylindrical shape lower end sleeve pipe 4 are separately fixed at the upper and lower side of tubular form, and cylindrical shape intermediate casing 3 is fixed on the middle part of tubular form;
3, the making of reinforced concrete stake: template 1 is upright, lower end closed molded cannula 4 is as the bottom of template, the non-enclosed type sleeve pipe 2 in upper end is positioned at the upper end of template, insert diameter 0.3-1.0 centimetre reinforcing bar 5 in the template 1, and being adjusted to axis part, concrete injects through template 1 upper end, solidifies the outer sleeve pipe of form removal after 7-10 days, separate template, the reinforced concrete stake promptly completes;
4, the installation of reinforced concrete stake: revealing has the bottom of reinforcing bar 5 one ends for stake, in fence 6 outsides reinforced concrete stake is squeezed in the mud, and the degree of depth is 20-50 centimetre, and fence 6 usefulness iron wires or anchor clamps 7 are fixed in the stake.
One end of described cylindrical shape lower end sleeve pipe 4 is an enclosed type, other end open-type.Described cylindrical shape intermediate casing 3 and cylindrical shape upper sleeve portion 2 two ends are open-type, promptly non-enclosed type.
Described template thickness of pipe wall is 0.2-1.0 centimetre, and template length is 50-300 centimetre, and diameter is 5-40 centimetre; Described template is vertically to cut along diameter to make it to be two semi arch columns;
Described cylindrical shape upper sleeve portion 2, cylindrical shape intermediate casing 3, cylindrical shape lower end sleeve pipe 4 are distinguished cylindrical, and drum diameter is than the big 0.05-0.2 of template diameter centimetre, and length is 2-30 centimetre.
Described reinforcing bar 5 is for the ease of adjusting reinforcing bar position when casting, make the axis coinciding of reinforcing bar and concrete stake, also being convenient to drive piles in hard earth simultaneously than the long 1-10 of template centimetre.
Compared with the prior art the present invention has the following advantages:
1, mould is that pvc tube is made, and has detachable and reusable characteristics, and production efficiency is higher; 2, the technology of production reinforced concrete stake is simple, and small investment is suitable for peasant household and produces voluntarily, and need not be equipped with special-purpose casting place, so production cost is lower; 3, the reinforcing bar that exposes is convenient to reinforcement location is adjusted to the axis part of concrete stake when the casting concrete stake, the reinforced concrete quality of pile of being produced is reliable and stable; 4, the reinforcing bar that exposes of reinforced concrete stake bottom is convenient to be inserted in the hard earth when piling, helps the raising of concrete stake performance resistant to lodging; The reinforced concrete stake smooth surface of 5, being produced can prevent from that the climbing of natural enemy such as mouse from entering to kill and devour aquaculture organism in the fence; 6, adopt the reinforced concrete stake long service life that the present invention produced, therefore the cost performance height is the desirable building materials that make up the aquaculture fence.
The present invention has also that the mode of production is simple, and production cost is low, and reinforced concrete stake smooth surface does not have corner angle, the characteristics of long service life.Described template has the function of the concrete forming of making, and sleeve pipe plays fixed form, is enclosed within lower end, centre and the upper end of template respectively.After reinforcing bar casting forming and the curing, mould is detachable and repeats to use.
Description of drawings
Fig. 1 is the mould plane after the present invention dismounting.
Fig. 2 is the mould plane after the present invention combination.
Fig. 3 is a reinforced concrete stake schematic diagram of the present invention
Fig. 4 is a reinforced concrete stake fence schematic diagram of the present invention.
Embodiment
Embodiment during following the present invention incites somebody to action in conjunction with the accompanying drawings is further described:
Embodiment one
Aquaculture fence reinforced concrete stake of the present invention is made and is adopted following processing step:
As shown in Figure 1, 2: the producing mold of reinforced concrete stake of the present invention is made up of template 1, cylindrical shape upper sleeve portion 2, cylindrical shape intermediate casing 3 and cylindrical shape lower end sleeve pipe 4.As shown in Figure 3: the concrete stake that adopts template of the present invention to produce.As shown in Figure 4: the practical application of reinforced concrete stake in fence that the present invention produced.
Template in the embodiment of the invention, template cylindrical shape lower end sleeve pipe 4, cylindrical shape intermediate casing 3 and cylindrical shape upper sleeve portion 2 materials are selected not plasticized polyvinyl chloride (U-PUC) plastic tube of 0.25 centimetre of thickness of pipe wall, template length is 65 centimetres, diameter is 7.5 centimetres, vertically cut along diameter and to make it to be two semi arch columns, template after cutting is polished to saw kerf, makes the template diameter after the coincidence be decreased to 7.4 centimetres; The template sleeve pipe is cylindrical, 7.5 centimetres of diameters, and length is 10 centimetres.One side of cylindrical shape lower end sleeve pipe 4 is an enclosed type, and cylindrical shape intermediate casing 3 and cylindrical shape upper sleeve portion 2 are non-enclosed type; The form of reinforced concrete stake is cylindrical, smooth surface, and 0.4 centimetre of bar diameter overlaps with the central shaft of concrete stake, and than long 8 centimetres of template; With the synthetic tubulose of template group and upright, the lower end is fixing with enclosed type cylindrical shape lower end sleeve pipe 4, cylindrical shape intermediate casing 3 is positioned at the template middle part, the upper end is fixed with non-enclosed shape cylindrical shape upper sleeve portion 2, insert reinforcing bar 5 in the template, and be adjusted to axis part, concrete injects through the template upper end, solidify the outer sleeve pipe (cylindrical shape lower end sleeve pipe 4, cylindrical shape intermediate casing 3 and cylindrical shape upper sleeve portion 2) of form removal after 7 days, reinforcing bar 5 concrete stakes are promptly accused and are completed after the separation template.
The installation of reinforced concrete stake: revealing has the bottom of reinforcing bar 5 one ends for stake, in fence 6 outsides reinforced concrete stake is squeezed in 8 mud of the face of land, and the degree of depth is 25 centimetres, and fence 6 usefulness iron wires or anchor clamps 7 are fixed in the stake.
Embodiment two:
Aquaculture fence reinforced concrete stake of the present invention is made and is adopted following processing step:
Template in the embodiment of the invention, template cylindrical shape lower end sleeve pipe, cylindrical shape intermediate casing and cylindrical shape upper sleeve portion material are selected polyvinyl chloride (U-PVC) plastic tube of 0.25 centimetre of thickness of pipe wall, template length is 70 centimetres, diameter is 7.5 centimetres, vertically cut along diameter and to make it to be two semi arch columns, template after cutting is polished to saw kerf, makes the template diameter after the coincidence be decreased to 7.4 centimetres; 7.5 centimetres of template casing diameters, length are 12 centimetres.One side of cylindrical shape lower end sleeve pipe 4 is an enclosed type, and cylindrical shape intermediate casing 3 and cylindrical shape upper sleeve portion are non-enclosed type; The form of reinforced concrete stake is cylindrical, smooth surface, and 0.5 centimetre of bar diameter overlaps with the central shaft of concrete stake, and than long 10 centimetres of template; With the synthetic tubulose of template group and upright, the lower end is fixing with enclosed type cylindrical shape lower end sleeve pipe 4, cylindrical shape intermediate casing 3 is positioned at the template middle part, the upper end is fixed with non-enclosed shape cylindrical shape upper sleeve portion, insert reinforcing bar 5 in the template 1, and be adjusted to axis part, concrete injects through the template upper end, solidify the outer sleeve pipe of form removal after 10 days, the reinforced concrete stake is promptly accused and is completed after the separation template.
The installation of reinforced concrete stake: revealing has the bottom of reinforcing bar 5 one ends for stake, in fence 6 outsides reinforced concrete stake is squeezed in the mud, and the degree of depth is 30 centimetres, and fence 6 usefulness iron wires or anchor clamps are fixed in the stake.
Embodiment three
Aquaculture fence reinforced concrete stake of the present invention is made and is adopted following processing step:
Template in the embodiment of the invention, template cylindrical shape lower end sleeve pipe 4, cylindrical shape intermediate casing 3 and cylindrical shape upper sleeve portion 2 materials are selected polyvinyl chloride (U-PUC) plastic tube of 0.252 centimetre of thickness of pipe wall, template length is 100 centimetres, diameter is 12.5 centimetres, vertically cut along diameter and to make it to be two semi arch columns, template after cutting is polished to saw kerf, makes the template diameter after the coincidence be decreased to 12.3 centimetres; 12.5 centimetres of template casing diameters, length are 12 centimetres.One side of cylindrical shape lower end sleeve pipe 4 is an enclosed type, and cylindrical shape intermediate casing 3 and cylindrical shape upper sleeve portion 2 are non-enclosed type; The form of reinforced concrete stake is cylindrical, smooth surface, and 0.6 centimetre of bar diameter overlaps with the central shaft of concrete stake, and than long 10 centimetres of template; With the synthetic tubulose of template group and upright, the lower end is fixing with enclosed type cylindrical shape lower end sleeve pipe 4, cylindrical shape intermediate casing 3 is positioned at the template middle part, the upper end is fixed with non-enclosed shape cylindrical shape upper sleeve portion 2, insert reinforcing bar 5 in the template 1, and be adjusted to axis part, concrete injects through the template upper end, solidify the outer sleeve pipe of form removal after 8 days, the reinforced concrete stake is promptly accused and is completed after the separation template.
The installation of reinforced concrete stake: revealing has the bottom of reinforcing bar one end for stake, in fence 5 outsides reinforced concrete stake is squeezed in the mud, and the degree of depth is 35 centimetres, and fence 6 usefulness iron wires or anchor clamps are fixed in the stake.

Claims (6)

1, a kind of preparation method of concrete stake of aquiculture escape-proof fence is characterized in that: adopt following making step:
(1), mold materials is selected: template, cylindrical shape lower end sleeve pipe, cylindrical shape intermediate casing and cylindrical shape upper sleeve portion material are all selected unplasticizied polyvinyl chloride;
(2), the composition of mould and making: comprise template, cylindrical shape upper sleeve portion, cylindrical shape intermediate casing, four parts of cylindrical shape lower end sleeve pipe; With the synthetic tubular form of template group, cylindrical shape upper sleeve portion and cylindrical shape lower end sleeve pipe are separately fixed at the upper and lower side of tubular form, and the cylindrical shape intermediate casing is fixed on the middle part of tubular form;
(3), the making of reinforced concrete stake: template is upright, the lower end is the bottom of enclosed type sleeve pipe as template, the non-enclosed shape sleeve pipe in upper end is positioned at the upper end of template, insert diameter 0.3-1.0 centimetre reinforcing bar in the template, and being adjusted to axis part, concrete injects through the template upper end, solidifies the outer sleeve pipe of form removal after 7-10 days, separate template, the reinforced concrete stake promptly completes;
(4), the installation of reinforced concrete stake: revealing has the bottom of reinforcing bar one end for stake, in the fence outside reinforced concrete stake is squeezed in the mud, and the degree of depth is 20-50 centimetre, and fence is fixed in the stake with iron wire or anchor clamps.
2, the preparation method of a kind of concrete stake of aquiculture escape-proof fence according to claim 1 is characterized in that an end of described cylindrical shape lower end sleeve pipe is an enclosed type, and the other end is an open-type; Described cylindrical shape intermediate casing and cylindrical shape upper sleeve portion one end are open-type, promptly non-enclosed type.
3, the preparation method of a kind of concrete stake of aquiculture escape-proof fence according to claim 1 is characterized in that 0.2-1.0 centimetre of described template thickness of pipe wall, and template length is 50-300 centimetre, and diameter is 5-40 centimetre.
4, the preparation method of a kind of concrete stake of aquiculture escape-proof fence according to claim 1 is characterized in that described template is vertically to cut along diameter to make it to be two semi arch columns.
5, the preparation method of a kind of concrete stake of aquiculture escape-proof fence according to claim 1, it is characterized in that described cylindrical shape upper sleeve portion, cylindrical shape intermediate casing, cylindrical shape lower end casing diameter than the big 0.05-0.2 of template diameter centimetre, length is 2-30 centimetre.
6, the preparation method of a kind of concrete stake of aquiculture escape-proof fence according to claim 1 is characterized in that long 1-10 centimetre of described reinforcement ratio template.
CN2009100344323A 2009-08-28 2009-08-28 Manufacture method for concrete stake of aquiculture escape-proof fence Expired - Fee Related CN101653102B (en)

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Application Number Priority Date Filing Date Title
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Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103081837A (en) * 2013-01-31 2013-05-08 中国水产科学研究院淡水渔业研究中心 Coilia ectenes offspring pond breeding enemy prevention method
CN103314890A (en) * 2013-05-15 2013-09-25 李胜南 Ecological breeding method and surrounding body structure unit for ecological breeding farm in water area
CN106626049A (en) * 2016-12-28 2017-05-10 宁波市时进农业设施工程设计有限公司 Cement pile and manufacturing method thereof
CN110389060A (en) * 2019-07-01 2019-10-29 浙江大学 A kind of bamboo joint pile-cement soil contact face sample preparation device and contact surface frictional behavior research shearing test device and test method
CN110884283A (en) * 2019-11-27 2020-03-17 厦门欣陶然景观工程有限公司 Production process of wood-like pile
CN112302416A (en) * 2020-11-27 2021-02-02 成都城投建筑工程有限公司 Foundation pit limb enclosure structure

Family Cites Families (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN2317065Y (en) * 1997-05-13 1999-05-05 邓忆春 Fast demould cement tube steel mould
CN1600996A (en) * 2004-10-19 2005-03-30 吴金钿 Self-support expander of tube-sinking cast-in-situ pile
CN2759746Y (en) * 2005-01-07 2006-02-22 倪天虎 Fencing post forming dies
CN2858233Y (en) * 2005-11-11 2007-01-17 陶品德 Vase column mould

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103081837A (en) * 2013-01-31 2013-05-08 中国水产科学研究院淡水渔业研究中心 Coilia ectenes offspring pond breeding enemy prevention method
CN103314890A (en) * 2013-05-15 2013-09-25 李胜南 Ecological breeding method and surrounding body structure unit for ecological breeding farm in water area
CN106626049A (en) * 2016-12-28 2017-05-10 宁波市时进农业设施工程设计有限公司 Cement pile and manufacturing method thereof
CN110389060A (en) * 2019-07-01 2019-10-29 浙江大学 A kind of bamboo joint pile-cement soil contact face sample preparation device and contact surface frictional behavior research shearing test device and test method
CN110884283A (en) * 2019-11-27 2020-03-17 厦门欣陶然景观工程有限公司 Production process of wood-like pile
CN112302416A (en) * 2020-11-27 2021-02-02 成都城投建筑工程有限公司 Foundation pit limb enclosure structure

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