CN102440210A - Durable aquatic product over-winter shed with concrete galvanized pipe ropes - Google Patents
Durable aquatic product over-winter shed with concrete galvanized pipe ropes Download PDFInfo
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- CN102440210A CN102440210A CN2011103237072A CN201110323707A CN102440210A CN 102440210 A CN102440210 A CN 102440210A CN 2011103237072 A CN2011103237072 A CN 2011103237072A CN 201110323707 A CN201110323707 A CN 201110323707A CN 102440210 A CN102440210 A CN 102440210A
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- Y—GENERAL 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
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A40/00—Adaptation technologies in agriculture, forestry, livestock or agroalimentary production
- Y02A40/80—Adaptation technologies in agriculture, forestry, livestock or agroalimentary production in fisheries management
- Y02A40/81—Aquaculture, e.g. of fish
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Abstract
The invention relates to a durable aquatic product overwintering shed with concrete galvanized pipe ropes. The durable aquatic product over-winter shed includes a pond foundation, two border pile support brackets with isoceles triangular cross sections, a central support bracket fixed between the two border pile support brackets, a shed film covering the two border pile support brackets and the central support bracket, and a plurality of inner layer steel wire rope groups and outer layer steel wire rope groups crossed transversely and longitudinally on the outer surface of the shed film and used for fixing the shed film, wherein each border pile support bracket includes a border pile support pier with a galvanized pipe at the top end, other border pile support piers arranged at the left and the right ends of the border pile support pier and provided with the galvanized pipes with gradually-reduced lengths, and a side ridge crossbeam welded with the galvanized pipes of the border pile support piers; and the central support bracket includes a middle ridge crossbeam and a plurality of central support piers fixedly connected with the middle ridge crossbeam. The invention has the benefits that the durable aquatic product over-winter shed has long service life. a simple and integral whole structure, and strong wind resistance and excellent thermal insulation, is convenient to build, and is solid and durable.
Description
Technical field
The present invention relates to the agricultural equipment field, be specifically related to a kind of concrete galvanized pipe rope durability aquatic products over-winter shed.
Background technology
The area, Pearl River Delta is positioned on the south the tropic of cancer, and the whole year is frostless basically, but when temperature is lower; The particularly annual Ching Ming Festival in November to next year,, climate variability, temperature instability, rainfall are more, can produce bigger influence to the aquaculture kind; Cause and do not have sufficient fresh and living aquatic products supply on the market; Therefore anti-season breeding production such as its main economic breed variety such as Tilapia mossambica, Penaeus Vannmei, Macrobrachium rosenbergii have become a kind of epoch trend, yet, in the winter time; The fairly large fishes and shrimps disease and the situation of the fishes and shrimps of freezing to death but take place in many peasant households, have brought heavy strike for the aquatic products aquaculture.In order to satisfy the actual breeding production demand in area, Pearl River Delta; Usually adopt the aquatic products over-winter shed to carry out the anti-season breeding production; Wherein agricultural film can absorb, preserve solar heat, and water temperature is remained on more than 9 ℃, thereby produces the anti-season product, protects kind of a breeding, breeds schedule ahead of time.
At present, mainly there is following problem in the aquatic products over-winter shed in area, China Pearl River Delta:
1, service life is short: be bracing frame with timber, bamboo branch etc. mainly, often be lower than 3 years service life, all will purchase a large amount of timber, bamboo branch etc. again every year usually and build bracing frame again, waste ecological resources and destruction forest.
2, a little less than the wind loading rating: the aquatic products over-winter shed is set up meter and is still owed carefully, and overall stability is relatively poor, the bigger booth of area especially, and the area that catches the wind is big, and the wind-force canopy face of will throwing slightly greatly particularly in typhoon season, often all is difficult to escape the calamity of ruining the top.
3, heat-insulating property is poor: since the influence of long-time wind-engaging, rain, insulation agricultural film cracky, frame part assembly poor stability, unstability is easy to cause over-winter shed to cave in easily, and heat-insulating property descends greatly, causes serious economy loss.
4, do not have unified architectural design standard and design specification, do not pay attention to the maintenance repair of over-winter shed and safeguard.
Summary of the invention
The purpose of this invention is to provide a kind of concrete galvanized pipe rope durability aquatic products over-winter shed; Long service life, simple in structure, build conveniently, sturdy and durable, wind loading rating strong, good heat insulating, area is big, overall structure is complete, has overcome the deficiency of the above-mentioned aspect of existing product.
The objective of the invention is to realize through following technical scheme:
A kind of concrete galvanized pipe rope durability aquatic products over-winter shed, it comprises:
Pool base;
The skirt piles bracing frame that to be located at two cross sections on the base of the pool be isosceles triangle; The skirt piles bracing frame comprise a top have the skirt piles support pier of galvanized pipe, be located at other some skirt piles support piers that this skirt piles support pier right ends and galvanized pipe length successively decreases successively and all with above-mentioned skirt piles support pier on the limit ridge crossbeam of galvanized pipe welding, wherein be equipped with arc galvanized pipe crossbeam between the skirt piles support pier at middle part and the skirt piles support pier near the left and right two ends of skirt piles bracing frame;
Be fixed in the central bracing frame between two skirt piles bracing frames; Central authorities' bracing frame comprises median ridge crossbeam and the some central support pier that is fixedly connected with the median ridge crossbeam, is fixedly connected with the galvanized pipe crossbeam between two central support piers at the left and right two ends of central bracing frame;
Be arranged at the canopy door at skirt piles bracing frame middle part;
Be coated on the outer canopy film of two skirt piles bracing frames and central bracing frame;
And be used for fixing the canopy film and intersect at some steel wire of internal layer rope groups and some extexine steel wire rope groups of canopy film outer surface in length and breadth; Wherein steel wire of internal layer rope group comprises steel wire of internal layer rope spud pile that is symmetrically set in central bracing frame both sides in twos and the steel wire of internal layer rope that is communicated with above-mentioned four steel wire of internal layer rope spud pile, and extexine steel wire rope group comprises extexine steel wire rope spud pile that is symmetrically set in skirt piles bracing frame both sides in twos and the extexine steel wire rope that is communicated with above-mentioned four extexine steel wire rope spud piles.
The angle on said limit ridge crossbeam and ground is 3-10 °.
Said skirt piles support pier, central support pier, steel wire of internal layer rope spud pile and extexine steel wire rope spud pile are formed by concrete pier, screw-thread steel and galvanized pipe, and screw-thread steel is located in the concrete pier and connects the galvanized pipe at concrete pier top.
The length that the height of concrete pier is 1.0m, screw-thread steel in said skirt piles support pier, central support pier, steel wire of internal layer rope spud pile and the cover wire rope spud pile is 0.8m; Wherein the height of galvanized pipe is 1.8-3.0m in the skirt piles support pier; The height of galvanized pipe is 0.2-1.8m in central authorities' support pier, and the height of galvanized pipe is 0.15m in steel wire of internal layer rope spud pile and the cover wire rope spud pile.
The thickness of said galvanized pipe is 5.0 cm, and galvanized pipe inside is marked with cement mortar.
Be spaced apart 1.0m between adjacent two central support piers, be spaced apart 2.0m between adjacent two skirt piles support piers.
Said median ridge crossbeam and galvanized pipe crossbeam are coating steel pipe, and wherein the thickness of median ridge crossbeam inner tube is 6.7cm, and the thickness of galvanized pipe crossbeam inner tube is 5.0cm, and galvanized pipe crossbeam height overhead is 1.8m; Said median ridge crossbeam middle part is a rectangle structure, and its left and right two ends are symmetrical ladder structure of right angle.
The thickness of said arc galvanized pipe crossbeam and galvanized pipe crossbeam is 3.3cm.
The diameter of said steel wire of internal layer rope and extexine steel wire rope is 2.6mm; Be spaced apart 1.0m between adjacent two cover wires rope spud pile, be spaced apart 0.5m between adjacent two steel wire of internal layer rope spud pile.
Said extexine steel wire rope and ridge beam top junction, limit are provided with gluey bedding and padding, and the thickness of bedding and padding is 3.0cm; Be wound with thin iron wire between said extexine steel wire rope, canopy film and the steel wire of internal layer rope and interfix through thin iron wire.
Beneficial effect of the present invention is: long service life, simple in structure, build conveniently, sturdy and durable, wind loading rating strong, good heat insulating, overall structure are complete; Aquatic products over-winter shed capable of using is carried out large-area safe anti-season breeding production, breeding guarantor kind to the area, Pearl River Delta and is bred or the like ahead of time; Improve the productivity effect and the market efficiency of culturing; Compare with traditional aquatic products over-winter shed, have following advantage:
1, sturdy and durable.The present invention utilizes the basal plane of the shared pool base in two fish ponds as central support pier according to actual landform with two fish ponds also together, and the softening problem of shale can not take place, and overall performance is firm, and saves raw material, reduces difficulty of construction and improve efficiency of construction.
2, good heat insulating.The present invention is rational in infrastructure, can carry out the breed of surviving the winter of main economic aquaculture kinds such as Tilapia mossambica, Penaeus Vannmei, Macrobrachium rosenbergii in frostless basically area, the Pearl River Delta whole year, and water temperature can remain on more than 16 ℃.
3, long service life is saved construction cost.Aquatic products over-winter shed of the present invention with coating steel pipe as supporting body frame; Do not use perishable mouldiness materials such as wooden China fir, bamboo branch; And can reach 20 years service life with the support body frame that coating steel pipe is built, and the disposable labour cost of building is with traditional approximate, and supporting body frame in 20 years does not need to build again once more; And coating steel pipe can reclaim at any time and sell off increment, for reusing resource.
4, the biological construction procedure of standard has improved efficiency of construction.
Description of drawings
According to accompanying drawing the present invention is done further explain below.
Fig. 1 is the overall structure sketch map of the described concrete galvanized pipe rope of embodiment of the invention durability aquatic products over-winter shed;
Fig. 2 is the general frame figure of the described concrete galvanized pipe rope of embodiment of the invention durability aquatic products over-winter shed;
Fig. 3 is the structural representation of central bracing frame in the described concrete galvanized pipe rope of the embodiment of the invention durability aquatic products over-winter shed;
Fig. 4 is the structural representation of skirt piles bracing frame in the described concrete galvanized pipe rope of the embodiment of the invention durability aquatic products over-winter shed;
Fig. 5 is the structural representation of skirt piles support pier and central support pier in the described concrete galvanized pipe of the embodiment of the invention rope durability aquatic products over-winter shed;
Fig. 6 is the structural representation of steel wire of internal layer rope spud pile and extexine steel wire rope spud pile in the described concrete galvanized pipe of the embodiment of the invention rope durability aquatic products over-winter shed;
Fig. 7 is the layout of the described concrete galvanized pipe rope of embodiment of the invention durability aquatic products over-winter shed steel wire of internal layer rope and extexine steel wire rope.
Among the figure:
1, pool base; 2, skirt piles bracing frame; 201, skirt piles support pier; 202, limit ridge crossbeam; 203, arc galvanized pipe crossbeam; 3, central bracing frame; 301, median ridge crossbeam; 302, central support pier; 303, galvanized pipe crossbeam; 4, canopy door; 5, canopy film; 6, steel wire of internal layer rope group; 601, steel wire of internal layer rope spud pile; 602, steel wire of internal layer rope; 7, extexine steel wire rope group; 701, extexine steel wire rope spud pile; 702, extexine steel wire rope; 8, concrete pier; 9, screw-thread steel; 10, galvanized pipe; 11, bedding and padding; 12, thin iron wire.
Embodiment
Shown in Fig. 1-7, the described a kind of concrete galvanized pipe rope durability aquatic products over-winter shed of the embodiment of the invention, it comprises:
Pool base 1;
The skirt piles bracing frame 2 that to be located at two cross sections on the pool base 1 be isosceles triangle; Skirt piles bracing frame 2 comprise a top have the skirt piles support pier 201 of galvanized pipe 10, be located at other some skirt piles support piers 201 that these skirt piles support pier 201 right ends and galvanized pipe 10 length successively decrease successively and all with above-mentioned skirt piles support pier 201 on the limit ridge crossbeam 202 of galvanized pipe 10 welding, wherein be equipped with arc galvanized pipe crossbeam 203 between the skirt piles support pier 201 at middle part and the skirt piles support pier 201 near skirt piles bracing frame 2 left and right two ends;
Be fixed in the central bracing frame 3 between two skirt piles bracing frames 2; The some central support pier 302 that central authorities' bracing frame 3 comprises median ridge crossbeam 301 and is fixedly connected with median ridge crossbeam 301 is fixedly connected with galvanized pipe crossbeam 303 between two central support piers 302 at central bracing frame 3 left and right two ends;
Be arranged at the canopy door 4 at skirt piles bracing frame 2 middle parts;
Be coated on the canopy film 5 outside two skirt piles bracing frames 2 and the central bracing frame 3, this canopy film 5 is an agricultural film;
And be used for fixing canopy film 5 and intersect at some steel wire of internal layer rope groups 6 and some extexine steel wire rope groups 7 of canopy film 5 outer surfaces in length and breadth; Wherein steel wire of internal layer rope group 6 comprises steel wire of internal layer rope spud pile 601 that is symmetrically set in central bracing frame 3 both sides in twos and the steel wire of internal layer rope 602 that is communicated with above-mentioned four steel wire of internal layer rope spud pile 601, and extexine steel wire rope group 7 comprises extexine steel wire rope spud pile 701 that is symmetrically set in skirt piles bracing frame 2 both sides in twos and the extexine steel wire rope 702 that is communicated with above-mentioned four extexine steel wire rope spud piles 701.
Said limit ridge crossbeam 202 is 3-10 ° with the angle on ground.
Said skirt piles support pier 201, central support pier 302, steel wire of internal layer rope spud pile 601 and extexine steel wire rope spud pile 701 are formed by concrete pier 8, screw-thread steel 9 and galvanized pipe 10, and screw-thread steel 9 is located in the concrete pier 8 and connects the galvanized pipe 10 at concrete pier 8 tops.
The length that the height of concrete pier 8 is 1.0m, screw-thread steel 9 in said skirt piles support pier 201, central support pier 302, steel wire of internal layer rope spud pile 601 and the cover wire rope spud pile 701 is 0.8m; Wherein the height of galvanized pipe 10 is 1.8-3.0m in the skirt piles support pier 201; The height of galvanized pipe 10 is 0.2-1.8m in central authorities' support pier 302, and the height of galvanized pipe 10 is 0.15m in steel wire of internal layer rope spud pile 601 and the cover wire rope spud pile 701.
The thickness of said galvanized pipe 10 is 5.0 cm, and galvanized pipe 10 inside are marked with cement mortar.
Be spaced apart 1.0m between adjacent two central support piers 302, be spaced apart 2.0m between adjacent two skirt piles support piers 201.
Said median ridge crossbeam 301 is coating steel pipe with galvanized pipe crossbeam 303, and wherein the thickness of median ridge crossbeam 301 inner tube is 6.7cm, and the thickness of galvanized pipe crossbeam 303 inner tube is 5.0cm, and galvanized pipe crossbeam 303 height overhead is 1.8m; Said median ridge crossbeam 301 middle parts are rectangle structure, and its left and right two ends are symmetrical ladder structure of right angle.
The thickness of said arc galvanized pipe crossbeam 203 and galvanized pipe crossbeam 303 is 3.3cm.
The diameter of said steel wire of internal layer rope 602 and extexine steel wire rope 702 is 2.6mm; Be spaced apart 1.0m between adjacent two cover wires rope spud pile 701, be spaced apart 0.5m between adjacent two steel wire of internal layer rope spud pile 601.
Said extexine steel wire rope 702 is provided with gluey bedding and padding 11 with junction, ridge crossbeam 202 top, limit, and the thickness of bedding and padding 11 is 3.0cm; Be wound with thin iron wire 12 between said extexine steel wire rope 702, canopy film 5 and the steel wire of internal layer rope 602 and interfix through thin iron wire 12.
Practical implementation step of the present invention is following:
1) confirms aquatic products over-winter shed building plans figure;
According to the actual conditions of cultivating pool, measurement size is confirmed aquatic products over-winter shed building plans figure, raw material is carried out grouping Processing handle, like the cutting coating steel pipe, with electric iron splicing agricultural film or the like;
2) total pool base 1 every separated 1.0m builds a central support pier 302 along two fish ponds;
The pool base 1 total along two fish ponds with the excavation device whenever digs the taper hole in the ground that the about 0.2cm of ground diameter, a under ground portion degree of depth are about 1.0m at a distance from 1.0 meters; Screw-thread steel 9 with the about 0.8m of length fixes the position with the galvanized pipe 10 that the above ground portion height is about 1.8m～3.0m then, pours cement concrete again into and gets final product in fixing about 2 days.Utilize shared pool base 1 basal plane as central support pier 302 in two fish ponds, the softening problem of shale can not take place, overall performance is firm, and saves raw material, reduces difficulty of construction and improve efficiency of construction;
3) set up median ridge crossbeam 301;
The galvanized pipe of about 6.7cm of a hollow of welding is as median ridge crossbeam 301 on the top of central support pier 302; Simultaneously, strengthen the mechanical strength of whole central bracing frame 302 and median ridge crossbeam 301 at the thick galvanized pipe crossbeam 303 of about 5.0cm of a hollow of 1.8m place crossbearer overhead;
4) base 1 is every at a distance from skirt piles support pier 201 of 2.0m construction along the pool;
The pool base 1 other along two fish ponds with the excavation device whenever digs the taper hole in the ground that the about 0.2cm of ground diameter, a under ground portion degree of depth are about 1.0m at a distance from 2.0 meters; Screw-thread steel 9 with the about 0.8m of length fixes the position with the galvanized pipe 10 that the above ground portion height is about 0.2m～1.8m then, pours cement concrete again into and gets final product in fixing about 2 days;
5) set up limit ridge crossbeam 202;
The galvanized pipe 10 that about 5.0cm of hollow of welding is thick on the top of skirt piles support pier 201 sets up the thick arc galvanized pipe crossbeam 203 of about 3.3cm of a hollow simultaneously as limit ridge crossbeam 202, strengthens the mechanical strength of whole skirt piles bracing frame 2 and limit ridge crossbeam 202;
6) confirm that skirt piles canopy door 4 offers the position;
Offer canopy door 4 at the middle part of two skirt piles bracing frames 2;
7) build steel wire of internal layer rope spud pile 601 and extexine steel wire rope spud pile 701;
The main effect of steel wire is fixing canopy film 5 and as the load-supporting part of canopy film 5, and base 1 both sides are every along the pool, two fish ponds sets a steel wire of internal layer rope spud pile 601 at a distance from 0.5m with the excavation device; That 701 of extexine steel wire rope spud piles play is fixing, stablize the effect that canopy film 5 is not blown away by wind, and the every separated 1.0m in base 1 other both sides is provided with an extexine steel wire rope spud pile 701 along the pool, two fish ponds with the excavation device;
8) lay steel wire of internal layer rope 602;
One end of the steel wire of internal layer of diameter 2.6mm rope 602 is fixed on the steel wire of internal layer rope spud pile 601, lets steel wire of internal layer rope 602 pass through then, then be fixed to steel wire of internal layer rope 602 on the corresponding steel wire of internal layer rope spud pile 601 of opposite, pond from canopy film 5 tops on the median ridge crossbeam 301; Be fixed to again on another steel wire of internal layer rope spud pile 601 on these steel wire of internal layer rope spud pile 601 next doors; Pass through canopy film 5 tops once more, be fixed on the initial steel wire of internal layer rope spud pile 601, with the steel wire tightener 602 tensions of steel wire of internal layer rope are got final product at last; Combo in twos; Strengthen stress-bearing capability, the rest may be inferred, lays remaining steel wire of internal layer rope 602;
9) lay agricultural film (canopy film 5);
The laying of insulation agricultural film need be chosen in the weather of calm or gentle breeze and lay, because the area of agricultural film is bigger, as the weather of blowing, the wind surface of film is bigger, and it is mashed that film will be blown, and is difficult to lay.If the agricultural film area is big inadequately, available electric iron requires the film break-in is joined together according to actual production.The end of agricultural film is rolled with the bamboo bar and is fixed, and is fixed in steel wire of internal layer rope spud pile 601 again and gets final product with extexine steel wire rope spud pile 701 places.
10) lay extexine steel wire rope 702;
With the extexine diameter is that an end of the extexine steel wire rope 702 of 2.6mm is fixed on the extexine steel wire rope 702, lets extexine steel wire rope 702 pass through from canopy film 5 tops then, then is fixed to extexine steel wire rope 702 on opposite, the pond corresponding extexine steel wire rope spud pile 701; Be fixed to again on another extexine steel wire rope spud pile 701 on these extexine steel wire rope spud pile 701 next doors; Pass through canopy film 5 tops once more, be fixed on the initial extexine steel wire rope spud pile 701, with the steel wire tightener 702 tensions of extexine steel wire rope are got final product at last; Combo in twos; Strengthen stress-bearing capability, the rest may be inferred, lays remaining extexine steel wire rope 702;
Establish the gluey bedding and padding 11 of a thick about 3.0cm in extexine steel wire rope 702 and junction, ridge crossbeam 202 top, limit, prevent that steel wire of internal layer rope 602 and extexine steel wire rope 702 from reining in brokenly the canopy film 5 of lower floor;
11) wire-tie;
Above over-winter shed, with thin wire 12 steel wire of internal layer rope 602, canopy film 5, extexine steel wire rope 702 are pricked, made whole canopy face be in extremely tensioned state, rainwater gathers during preventing to culture;
12) offer canopy door 4;
The canopy film 5 of skirt piles bracing frame 2 centre is cut off, wrapped up with the bamboo bar along the vertical and horizontal direction of canopy film 5 respectively, make canopy door 4, can manual work close and open, help circulation of air, insulation, heat radiation and daily turnover management etc.;
13) at canopy film 5 base portion opening holes;
Bamboo bar with the about 3cm of diameter of apicule is offered a certain amount of hole at canopy film 5 base portions, whenever offers one at a distance from 10cm, conveniently cultures the fish pond circulation of air, prevents that rainwater from gathering the canopy face that crushes.
The present invention is not limited to above-mentioned preferred forms; Anyone can draw other various forms of products under enlightenment of the present invention; No matter but on its shape or structure, do any variation; Every have identical with a application or akin technical scheme, all drops within protection scope of the present invention.
Claims (10)
1. concrete galvanized pipe rope durability aquatic products over-winter shed is characterized in that it comprises:
Pool base (1);
The skirt piles bracing frame (2) that to be located at two cross sections on the pool base (1) be isosceles triangle; Skirt piles bracing frame (2) comprise a top have the skirt piles support pier (201) of galvanized pipe (10), be located at other some skirt piles support piers (201) that this skirt piles support pier (201) right ends and galvanized pipe (10) length successively decreases successively and with above-mentioned skirt piles support pier (201) on the limit ridge crossbeam (202) of galvanized pipe (10) welding, wherein be equipped with arc galvanized pipe crossbeam (203) between the skirt piles support pier (201) at middle part and the skirt piles support pier (201) near the left and right two ends of skirt piles bracing frame (2);
Be fixed in the central bracing frame (3) between two skirt piles bracing frames (2); Central authorities' bracing frames (3) comprise median ridge crossbeam (301) and the some central support pier (302) that is fixedly connected with median ridge crossbeam (301), are fixedly connected with galvanized pipe crossbeam (303) between two central support piers (302) at the left and right two ends of central bracing frame (3);
Be arranged at the canopy door (4) at skirt piles bracing frame (2) middle part;
Be coated on two skirt piles bracing frames (2) and the outer canopy film (5) of central bracing frame (3); And
Be used for fixing canopy film (5) and intersect at some steel wire of internal layer rope groups (6) and some extexine steel wire rope groups (7) of canopy film (5) outer surface in length and breadth; Wherein steel wire of internal layer rope group (6) comprises steel wire of internal layer rope spud pile (601) that is symmetrically set in central bracing frame (3) both sides in twos and the steel wire of internal layer rope (602) that is communicated with above-mentioned four steel wire of internal layer rope spud piles (601), and extexine steel wire rope group (7) comprises extexine steel wire rope spud pile (701) that is symmetrically set in skirt piles bracing frame (2) both sides in twos and the extexine steel wire rope (702) that is communicated with above-mentioned four extexine steel wire rope spud piles (701).
2. concrete galvanized pipe rope durability aquatic products over-winter shed according to claim 1, it is characterized in that: said limit ridge crossbeam (202) is 3-10 ° with the angle on ground.
3. concrete galvanized pipe rope durability aquatic products over-winter shed according to claim 1; It is characterized in that: said skirt piles support pier (201), central support pier (302), steel wire of internal layer rope spud pile (601) and extexine steel wire rope spud pile (701) are formed by concrete pier (8), screw-thread steel (9) and galvanized pipe (10), and screw-thread steel (9) is located in the concrete pier (8) and connects the galvanized pipe (10) at concrete pier (8) top.
4. concrete galvanized pipe rope durability aquatic products over-winter shed according to claim 3; It is characterized in that: the length that the height of said skirt piles support pier (201), central support pier (302), steel wire of internal layer rope spud pile (601) and the middle concrete pier (8) of cover wire rope spud pile (701) is 1.0m, screw-thread steel (9) is 0.8m; Wherein the height of galvanized pipe (10) is 1.8-3.0m in the skirt piles support pier (201); The height of galvanized pipe (10) is 0.2-1.8m in central authorities' support piers (302), and the height of galvanized pipe (10) is 0.15m in steel wire of internal layer rope spud pile (601) and the cover wire rope spud pile (701).
5. concrete galvanized pipe rope durability aquatic products over-winter shed according to claim 4, it is characterized in that: the thickness of said galvanized pipe (10) is 5.0 cm, galvanized pipe (10) inside is marked with cement mortar.
6. concrete galvanized pipe according to claim 5 rope durability aquatic products over-winter shed is characterized in that: be spaced apart 1.0m between adjacent two central support piers (302), be spaced apart 2.0m between adjacent two skirt piles support piers (201).
7. concrete galvanized pipe rope durability aquatic products over-winter shed according to claim 1; It is characterized in that: said median ridge crossbeam (301) and galvanized pipe crossbeam (303) are coating steel pipe; Wherein the thickness of median ridge crossbeam (301) inner tube is 6.7cm; The thickness of galvanized pipe crossbeam (303) inner tube is 5.0cm, and galvanized pipe crossbeam (303) height overhead is 1.8m; Said median ridge crossbeam (301) middle part is a rectangle structure, and its left and right two ends are symmetrical ladder structure of right angle.
8. concrete galvanized pipe rope durability aquatic products over-winter shed according to claim 7, it is characterized in that: the thickness of said arc galvanized pipe crossbeam (203) and galvanized pipe crossbeam (303) is 3.3cm.
9. concrete galvanized pipe rope durability aquatic products over-winter shed according to claim 1, it is characterized in that: the diameter of said steel wire of internal layer rope (602) and extexine steel wire rope (702) is 2.6mm; Be spaced apart 1.0m between adjacent two cover wires rope spud piles (701), be spaced apart 0.5m between adjacent two steel wire of internal layer rope spud piles (601).
10. according to each described concrete galvanized pipe rope durability aquatic products over-winter shed of claim 1-10; It is characterized in that: said extexine steel wire rope (702) is provided with gluey bedding and padding (11) with limit ridge crossbeam (202) junction, top, and the thickness of bedding and padding (11) is 3.0cm; Being wound with thin iron wire (12) between said extexine steel wire rope (702), canopy film (5) and the steel wire of internal layer rope (602) also interfixes through thin iron wire (12).
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| CN201110323707.2A CN102440210B (en) | 2011-10-21 | 2011-10-21 | Durable aquatic product over-winter shed with concrete galvanized pipe ropes |
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| CN201110323707.2A CN102440210B (en) | 2011-10-21 | 2011-10-21 | Durable aquatic product over-winter shed with concrete galvanized pipe ropes |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103444607A (en) * | 2013-09-10 | 2013-12-18 | 广西大学 | Method for building transparent film tilapia overwintering greenhouse with steel wires |
Citations (8)
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| CN1035934A (en) * | 1989-01-24 | 1989-10-04 | 山东省日照市水产研究所 | " solar-energy ecological system " aquatic livestock overwintering technology |
| CN2090157U (en) * | 1990-11-09 | 1991-12-11 | 周荣松 | Dual-layer aerated composite plastic film for greenhouse |
| CN2198342Y (en) * | 1994-05-21 | 1995-05-24 | 成都铝材厂 | Guard bar |
| CN1143450A (en) * | 1995-08-22 | 1997-02-26 | 郝海鹏 | Method for culturing Chinese prawn |
| CN101368371A (en) * | 2008-09-26 | 2009-02-18 | 中铁十二局集团第二工程有限公司 | Cast-in-situ continuous beam construction method for special railway line stands |
| CN101569292A (en) * | 2009-05-27 | 2009-11-04 | 中国水产科学研究院淡水渔业研究中心 | Method for conserving overwintering breeds by fencing tilapia |
| CN101720709A (en) * | 2010-01-08 | 2010-06-09 | 中国水产科学研究院南海水产研究所 | Culture method of penaeid shrimps in over-winter shed and culture pond thereof |
| CN201612079U (en) * | 2010-01-08 | 2010-10-27 | 中国水产科学研究院南海水产研究所 | Prawn culture pond in over-winter shed |
-
2011
- 2011-10-21 CN CN201110323707.2A patent/CN102440210B/en not_active Expired - Fee Related
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1035934A (en) * | 1989-01-24 | 1989-10-04 | 山东省日照市水产研究所 | " solar-energy ecological system " aquatic livestock overwintering technology |
| CN2090157U (en) * | 1990-11-09 | 1991-12-11 | 周荣松 | Dual-layer aerated composite plastic film for greenhouse |
| CN2198342Y (en) * | 1994-05-21 | 1995-05-24 | 成都铝材厂 | Guard bar |
| CN1143450A (en) * | 1995-08-22 | 1997-02-26 | 郝海鹏 | Method for culturing Chinese prawn |
| CN101368371A (en) * | 2008-09-26 | 2009-02-18 | 中铁十二局集团第二工程有限公司 | Cast-in-situ continuous beam construction method for special railway line stands |
| CN101569292A (en) * | 2009-05-27 | 2009-11-04 | 中国水产科学研究院淡水渔业研究中心 | Method for conserving overwintering breeds by fencing tilapia |
| CN101720709A (en) * | 2010-01-08 | 2010-06-09 | 中国水产科学研究院南海水产研究所 | Culture method of penaeid shrimps in over-winter shed and culture pond thereof |
| CN201612079U (en) * | 2010-01-08 | 2010-10-27 | 中国水产科学研究院南海水产研究所 | Prawn culture pond in over-winter shed |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103444607A (en) * | 2013-09-10 | 2013-12-18 | 广西大学 | Method for building transparent film tilapia overwintering greenhouse with steel wires |
| CN103444607B (en) * | 2013-09-10 | 2016-09-14 | 广西大学 | Steel wire light transmission film living through winter for tilapia booth method of construction |
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| Publication number | Publication date |
|---|---|
| CN102440210B (en) | 2015-01-28 |
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