CN110089442A - A kind of dismountable concrete leakage dropping-board - Google Patents
A kind of dismountable concrete leakage dropping-board Download PDFInfo
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- CN110089442A CN110089442A CN201910475639.8A CN201910475639A CN110089442A CN 110089442 A CN110089442 A CN 110089442A CN 201910475639 A CN201910475639 A CN 201910475639A CN 110089442 A CN110089442 A CN 110089442A
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- 230000003014 reinforcing effect Effects 0.000 claims abstract description 26
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 11
- 230000002787 reinforcement Effects 0.000 claims abstract description 11
- 239000010959 steel Substances 0.000 claims abstract description 11
- 238000000034 method Methods 0.000 claims description 8
- 239000000203 mixture Substances 0.000 claims description 8
- 238000005246 galvanizing Methods 0.000 claims description 6
- 230000008569 process Effects 0.000 claims description 5
- 229910001294 Reinforcing steel Inorganic materials 0.000 claims description 4
- 238000003032 molecular docking Methods 0.000 claims description 4
- 230000015271 coagulation Effects 0.000 claims description 3
- 238000005345 coagulation Methods 0.000 claims description 3
- 238000007667 floating Methods 0.000 claims description 3
- JEIPFZHSYJVQDO-UHFFFAOYSA-N iron(III) oxide Inorganic materials O=[Fe]O[Fe]=O JEIPFZHSYJVQDO-UHFFFAOYSA-N 0.000 claims description 3
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 2
- 238000004659 sterilization and disinfection Methods 0.000 abstract description 2
- 238000004519 manufacturing process Methods 0.000 description 11
- 241000700605 Viruses Species 0.000 description 10
- 238000010586 diagram Methods 0.000 description 7
- 238000000465 moulding Methods 0.000 description 7
- 238000009434 installation Methods 0.000 description 6
- 239000000126 substance Substances 0.000 description 5
- 238000010276 construction Methods 0.000 description 4
- 208000007407 African swine fever Diseases 0.000 description 3
- 230000007812 deficiency Effects 0.000 description 3
- 244000144972 livestock Species 0.000 description 3
- 244000144977 poultry Species 0.000 description 3
- 239000002689 soil Substances 0.000 description 3
- 238000002679 ablation Methods 0.000 description 2
- 238000009360 aquaculture Methods 0.000 description 2
- 244000144974 aquaculture Species 0.000 description 2
- 230000008901 benefit Effects 0.000 description 2
- 230000015572 biosynthetic process Effects 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 230000007613 environmental effect Effects 0.000 description 2
- 210000003608 fece Anatomy 0.000 description 2
- 230000004992 fission Effects 0.000 description 2
- 239000007788 liquid Substances 0.000 description 2
- 241001465754 Metazoa Species 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000009395 breeding Methods 0.000 description 1
- 239000002775 capsule Substances 0.000 description 1
- 230000015556 catabolic process Effects 0.000 description 1
- 239000004568 cement Substances 0.000 description 1
- 230000008859 change Effects 0.000 description 1
- 238000004140 cleaning Methods 0.000 description 1
- 238000005260 corrosion Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000001514 detection method Methods 0.000 description 1
- 239000000428 dust Substances 0.000 description 1
- 230000008030 elimination Effects 0.000 description 1
- 238000003379 elimination reaction Methods 0.000 description 1
- 239000004519 grease Substances 0.000 description 1
- 238000011065 in-situ storage Methods 0.000 description 1
- 238000007373 indentation Methods 0.000 description 1
- -1 mold molding Substances 0.000 description 1
- 238000004806 packaging method and process Methods 0.000 description 1
- 239000011148 porous material Substances 0.000 description 1
- 230000009467 reduction Effects 0.000 description 1
- 239000000565 sealant Substances 0.000 description 1
- 238000007789 sealing Methods 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
- 230000003612 virological effect Effects 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
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Classifications
-
- A—HUMAN NECESSITIES
- A01—AGRICULTURE; FORESTRY; ANIMAL HUSBANDRY; HUNTING; TRAPPING; FISHING
- A01K—ANIMAL HUSBANDRY; AVICULTURE; APICULTURE; PISCICULTURE; FISHING; REARING OR BREEDING ANIMALS, NOT OTHERWISE PROVIDED FOR; NEW BREEDS OF ANIMALS
- A01K1/00—Housing animals; Equipment therefor
- A01K1/015—Floor coverings, e.g. bedding-down sheets ; Stable floors
- A01K1/0151—Grids; Gratings; Slatted floors
-
- A—HUMAN NECESSITIES
- A01—AGRICULTURE; FORESTRY; ANIMAL HUSBANDRY; HUNTING; TRAPPING; FISHING
- A01K—ANIMAL HUSBANDRY; AVICULTURE; APICULTURE; PISCICULTURE; FISHING; REARING OR BREEDING ANIMALS, NOT OTHERWISE PROVIDED FOR; NEW BREEDS OF ANIMALS
- A01K31/00—Housing birds
- A01K31/04—Dropping-boards; Devices for removing excrement
Landscapes
- Life Sciences & Earth Sciences (AREA)
- Environmental Sciences (AREA)
- Zoology (AREA)
- Animal Husbandry (AREA)
- Biodiversity & Conservation Biology (AREA)
- Birds (AREA)
- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
Abstract
The invention discloses a kind of dismountable concrete leakage dropping-boards, it is characterised in that: is made of concrete bed component 1, concrete bar shaped bearing capacity component 2, end attaching nut 3, intermediate connection steel bolt 4, sealed gum cap 5, the funneling leakage excrement hole 6 of combination；Concrete bed component 1 is arranged in parallel in immediately below several 2 both ends of concrete bar shaped bearing capacity component；Concrete bed component 1 is made of combination groove 7, combination boss 8, end connecting screw 12, vertical connecting hole 13, the chain boss 14 in end, the chain groove 15 in end, bar frame 16；Concrete bar shaped bearing capacity component 2 is made of funneling leakage excrement hole 20, end connection T-shaped hole 21, end connection T-shaped hole casing 22, upper reinforcing bar 23, lower reinforcing bar 24, vertical reinforcing bar 25, horizontal reinforcement 26, intermediate lands 27, intermediate connection jack 28, intermediate connection jack casing 29, Upper rectangular facing concrete 200, lower part isosceles trapezoid bottom concrete 201；Easy to disassemble and disinfection.
Description
Technical field
The present invention relates to a kind of dismountable concrete leakage dropping-boards, belong to livestock and poultry farm high concentration wastewater treatment and liquid dung
Resource technology field.
Background technique
Concrete leakage dropping-board (being commonly called as cement leakage dropping-board) is the indispensable concrete component equipment of China's animal husbandry,
Its width 1000mm~1200mm, with a thickness of 100mm~120mm, length is mostly 3000mm.Produce coagulation large-sized in this way
Native leakage dropping-board, quality it is difficult to ensure that, there are also entrucking, unload, transport and all there are problems, there are also site operation installations to need
Large-scale lifting appliance cooperation, installation speed is slow, and at high cost, breakage rate is high；There are also concrete crevice boards after installation, Wu Fajin
Row dismounting is not easy to carry out concrete crevice board replacement or the disinfection treatment to virus.African swine fever in 2018 is to China
Pig-breeding industry strike it is huge, in addition to control in transit virus control other than, it is often more important that livestock-raising is given up
Interior regular progress chemical ablation virus, but since traditional concrete leakage dropping-board is whole, it is not easy to it dismounts, it can not be to leakage excrement
The virus of the lower part of plate carries out chemical mode killing.In order to overcome technological deficiency existing for traditional concrete entirety leakage dropping-board,
It can not especially dismount again and can not the huge technological deficiency killed of the bottom virus to leakage dropping-board.The present invention provides one
The dismountable concrete leakage dropping-board of kind, the environmental protection for meeting the processing of livestock and poultry cultivation liquid dung need and to viral killing needs, prevent
The propagation of African swine fever, while guaranteeing this dismountable concrete leakage dropping-board and building same service life, aquaculture cost is reduced, is mentioned
Height cultivation quality and economic benefit.
Summary of the invention
It is an object of the invention to: overcome the integrally formed concrete leakage dropping-board of tradition of above-mentioned livestock and poultry cultivation, design,
Serious technical defect existing for the links such as production, transport, in-site installation, not can be removably mounted especially, can not be to leakage dropping-board lower part
Virus carries out the fatal technological deficiency of chemical mode killing, provides a kind of dismountable concrete leakage dropping-board, easy to produce, fortune
Defeated, reduction surface pores, installation, dismounting, elimination virus, make concrete leakage dropping-board and building same service life, reduce aquaculture cost,
Cultivation quality is improved, is the renewal product of conventional concrete leakage dropping-board.
The technical scheme of the present invention is realized as follows: a kind of dismountable concrete leakage dropping-board, it is characterised in that: by mixing
Solidifying soil substructure member 1, concrete bar shaped bearing capacity component 2, several end attaching nuts 3, intermediate connection steel bolt 4, several sealings
Capsule 5, several funneling leakage excrement holes 6 of combination are constituted；
The concrete bed component 1 is arranged in parallel in several described 2 liangs of component of concrete bar shaped bearing capacity and rectifies
Lower section, the concrete bar shaped bearing capacity component 2 are stuck in the combination groove 7 of the concrete bed component 1, and described
Concrete bed component 1 upper surface and the concrete bar shaped bearing capacity component 2 upper surface in the same plane；
The concrete bed component 1 is by several combination grooves 7 being uniformly arranged, several combination boss being uniformly arranged
8, half combination groove 9, several end connecting screws 12, the two vertical connecting holes 13 in combination groove 7, end at both ends
The chain boss 14 in portion, the chain groove 15 in end, bar frame 16 are constituted；The combination groove 7 by the groove of falling isosceles trapezoid 11,
Top rectangular groove 18 is constituted；The combination boss 8 is made of top rectangular boss 17, isosceles trapezoid boss 10；Several institutes
The end connecting screw 12 stated is located at the center of the combination groove 7, and pre-plugged is good, and height is convex lower than combining
The upper surface of platform 8；The bar frame 16 is made of two horizontal reinforcements 160, several reinforcing steel bar frames 161；It is mixed positioned at described
The half combination groove 9 at 1 both ends of solidifying soil substructure member, is made of half of combination groove 7, complete by composition one at docking
Combine groove 7；The chain boss 14 in the end carried out with the chain groove 15 in the end it is chain so that two neighboring described
Concrete bed component 1 have overall stability and position accuracy；
The concrete bar shaped bearing capacity component 2 is by two centrally located 20, two difference in funneling leakage excrement hole
Half funneling leakage excrement hole, 61, two ends, 21, two ends of connection T-shaped hole positioned at two sides connect T-shaped hole casing 22, two
Vertical 25, two horizontal reinforcements 26 of reinforcing bar of the lower reinforcing bar 24, two of upper reinforcing bar 23, two, intermediate lands 27, two intermediate connections are inserted
28, two, hole is intermediate to connect jack casing 29, superposed rectangle facing concrete 200, the isosceles trapezoid bottom positioned at lower part
Layer concrete 201 is constituted；The intermediate lands 27 are located at the two sides of the concrete bar shaped bearing capacity component 2, and are located at
Middle；The intermediate connection jack 28 is located at the center of 27 side of intermediate lands, and perpendicular to the side of intermediate lands 27
Face, the outside of the intermediate connection jack 28 are intermediate connection jack casing 29；Funneling leakage excrement hole 20 described in two,
Two end connection T-shaped holes 21 are located on same center line.
The end attaching nut 3 is located at two ends connection T-shaped hole of the concrete bar shaped bearing capacity component 2
In 21, and it is connected with end connecting screw 12 by screw thread；
The intermediate connection steel bolt 4 is on 2 intermediate lands 27 of concrete bar shaped bearing capacity component described in two
In centre connection jack 28, the two neighboring concrete bar shaped bearing capacity component 2 is connected as an entirety, it is whole to increase its
Body rigidity.
The sealed gum cap 5 is located at two ends connection T-shaped hole 21 of the concrete bar shaped bearing capacity component 2
It is interior, and in the surface of the end attaching nut 3；5 upper surface of sealed gum cap and the concrete bar shaped
The upper surface of bearing capacity component 2 carries out tight closure in the same plane, to end connection T-shaped hole 21.
The funneling leakage excrement hole 6 of the combination is by half leakage positioned at 2 two sides of concrete bar shaped bearing capacity component
Bucket type leaks excrement hole 61, constitutes when the two neighboring concrete bar shaped bearing capacity component 2 combines.
It is the bar frame 16, the upper reinforcing bar 23, the lower reinforcing bar 24, the vertical reinforcing bar 25, described
Horizontal reinforcement 26, the intermediate connection steel bolt 4, the end connection T-shaped hole casing 22, the intermediate connection jack sleeve
Pipe 29 is both needed to remove floating rust in advance, requires to carry out hot galvanizing processing according still further to hot dip galvanizing process.
The vertical connecting hole 13 of described two, the chain boss 14 in the end, the end equal position of chain groove 15
In on same center line；The vertical connecting hole 13 be through-hole structure, convenient for concrete prefabricated dropping pit phase below
Connection.
Detailed description of the invention:
Fig. 1 is a kind of stereoscopic schematic diagram of dismountable concrete leakage dropping-board of the present invention；
Fig. 2 is a kind of schematic top plan view of dismountable concrete leakage dropping-board of the present invention；
Fig. 3 is a kind of elevational schematic view of dismountable concrete leakage dropping-board of the present invention；
Fig. 4 is a kind of three-dimensional signal of concrete bar shaped bearing capacity component 2 of dismountable concrete leakage dropping-board of the present invention
Figure；
Fig. 5 is a kind of vertical view signal of concrete bar shaped bearing capacity component 2 of dismountable concrete leakage dropping-board of the present invention
Figure；
Fig. 6 looks up signal for a kind of concrete bar shaped bearing capacity component 2 of dismountable concrete leakage dropping-board of the present invention
Figure；
Fig. 7 is a kind of E-E diagrammatic cross-section of the concrete bed component 1 of dismountable concrete leakage dropping-board of the present invention；
Solid when Fig. 8 is a kind of two concrete bed components 1 docking of dismountable concrete leakage dropping-board of the present invention
Schematic diagram；
Fig. 9 is a kind of reinforcing bar configuration of concrete bar shaped bearing capacity component 2 of dismountable concrete leakage dropping-board of the present invention
Stereoscopic schematic diagram；
Figure 10 is a kind of the vertical of bar frame 16 of the concrete bed component 1 of dismountable concrete leakage dropping-board of the present invention
Body schematic diagram；
Figure 11 is a kind of A-A section of the concrete bar shaped bearing capacity component 2 of dismountable concrete leakage dropping-board of the present invention
Schematic diagram；
Figure 12 is a kind of B-B section of the concrete bar shaped bearing capacity component 2 of dismountable concrete leakage dropping-board of the present invention
Schematic diagram；
Figure 13 is a kind of C-C section of the concrete bar shaped bearing capacity component 2 of dismountable concrete leakage dropping-board of the present invention
Schematic diagram；
Figure 14 is a kind of end connecting screw 12 of dismountable concrete leakage dropping-board of the present invention and end attaching nut 3
Combine schematic top plan view；
Figure 15 is a kind of schematic top plan view of the sealed gum cap 5 of dismountable concrete leakage dropping-board of the present invention；
Figure 16 is a kind of F-F diagrammatic cross-section of the sealed gum cap 5 of dismountable concrete leakage dropping-board of the present invention；
Figure 17 is a kind of D-D diagrammatic cross-section of dismountable concrete leakage dropping-board of the present invention.
In figure: 1 is concrete bed component
10 be isosceles trapezoid boss
11 be the groove of falling isosceles trapezoid
12 be end connecting screw
13 be vertical connecting hole
14 be the chain boss in end
15 be the chain groove in end
16 be bar frame
160 be horizontal reinforcement
161 be reinforcing steel bar frame
17 be top rectangular boss
18 be top rectangular groove
2 be concrete bar shaped bearing capacity component
20 be funneling leakage excrement hole
21 connect T-shaped hole for end
22 connect T-shaped hole casing for end
23 be upper reinforcing bar
24 be lower reinforcing bar
25 be vertical reinforcing bar
26 be horizontal reinforcement
27 be intermediate lands
28 be intermediate connection jack
29 be intermediate connection jack casing
200 be rectangle facing concrete
201 be isosceles trapezoid bottom concrete
3 be end attaching nut
4 be intermediate connection steel bolt
5 be sealed gum cap
6 be the funneling leakage excrement hole of combination
61 be half funneling leakage excrement hole
7 be combination groove
8 be combination boss
9 be half combination groove
Specific embodiment
The invention is realized in this way 1~Figure 17 is described further with reference to the accompanying drawing: a kind of dismountable concrete
Leakage dropping-board, it is characterised in that: by concrete bed component 1, concrete bar shaped bearing capacity component 2, several end attaching nuts 3,
Centre connection steel bolt 4, several sealed gum caps 5, several funneling leakage excrement holes 6 of combination are constituted；
The concrete bed component 1 is arranged in parallel in several described 2 liangs of component of concrete bar shaped bearing capacity and rectifies
Lower section, the concrete bar shaped bearing capacity component 2 are stuck in the combination groove 7 of the concrete bed component 1, and described
Concrete bed component 1 upper surface and the concrete bar shaped bearing capacity component 2 upper surface in the same plane；
The concrete bed component 1 is by several combination grooves 7 being uniformly arranged, several combination boss being uniformly arranged
8, half combination groove 9, several end connecting screws 12, the two vertical connecting holes 13 in combination groove 7, end at both ends
The chain boss 14 in portion, the chain groove 15 in end, bar frame 16 are constituted；The combination groove 7 by the groove of falling isosceles trapezoid 11,
Top rectangular groove 18 is constituted；The combination boss 8 is made of top rectangular boss 17, isosceles trapezoid boss 10；Several institutes
The end connecting screw 12 stated is located at the center of the combination groove 7, and pre-plugged is good, and height is convex lower than combining
The upper surface of platform 8；The bar frame 16 is made of two horizontal reinforcements 160, several reinforcing steel bar frames 161；It is mixed positioned at described
The half combination groove 9 at 1 both ends of solidifying soil substructure member, is made of half of combination groove 7, complete by composition one at docking
Combine groove 7；The chain boss 14 in the end carried out with the chain groove 15 in the end it is chain so that two neighboring described
Concrete bed component 1 have overall stability and position accuracy；
The concrete bar shaped bearing capacity component 2 is by two centrally located 20, two difference in funneling leakage excrement hole
Half funneling leakage excrement hole, 61, two ends, 21, two ends of connection T-shaped hole positioned at two sides connect T-shaped hole casing 22, two
Vertical 25, two horizontal reinforcements 26 of reinforcing bar of the lower reinforcing bar 24, two of upper reinforcing bar 23, two, intermediate lands 27, two intermediate connections are inserted
28, two, hole is intermediate to connect jack casing 29, superposed rectangle facing concrete 200, the isosceles trapezoid bottom positioned at lower part
Layer concrete 201 is constituted；The intermediate lands 27 are located at the two sides of the concrete bar shaped bearing capacity component 2, and are located at
Middle；The intermediate connection jack 28 is located at the center of 27 side of intermediate lands, and perpendicular to the side of intermediate lands 27
Face, the outside of the intermediate connection jack 28 are intermediate connection jack casing 29；Funneling leakage excrement hole 20 described in two,
Two end connection T-shaped holes 21 are located on same center line.
The end attaching nut 3 is located at two ends connection T-shaped hole of the concrete bar shaped bearing capacity component 2
In 21, and it is connected with end connecting screw 12 by screw thread；
The intermediate connection steel bolt 4 is on 2 intermediate lands 27 of concrete bar shaped bearing capacity component described in two
In centre connection jack 28, the two neighboring concrete bar shaped bearing capacity component 2 is connected as an entirety, has increased it just
Property.
The sealed gum cap 5 is located at two ends connection T-shaped hole 21 of the concrete bar shaped bearing capacity component 2
It is interior, and in the surface of the end attaching nut 3；5 upper surface of sealed gum cap and the concrete bar shaped
The upper surface of bearing capacity component 2 carries out tight closure in the same plane, to end connection T-shaped hole 21.
The funneling leakage excrement hole 6 of the combination is by half leakage positioned at 2 two sides of concrete bar shaped bearing capacity component
Bucket type leaks excrement hole 61, constitutes when the two neighboring concrete bar shaped bearing capacity component 2 combines.
It is the bar frame 16, the upper reinforcing bar 23, the lower reinforcing bar 24, the vertical reinforcing bar 25, described
Horizontal reinforcement 26, the intermediate connection steel bolt 4, the end connection T-shaped hole casing 22, the intermediate connection jack sleeve
Pipe 29 is both needed to remove floating rust in advance, requires to carry out hot galvanizing processing according still further to hot dip galvanizing process.
The vertical connecting hole 13 of described two, the chain boss 14 in the end, the end equal position of chain groove 15
In on same center line；The vertical connecting hole 13 be through-hole structure, convenient for concrete prefabricated dropping pit phase below
Connection.
Assembled in situ construction of the invention is implemented:
1) installation site of leakage dropping-board is cleared up, unwrapping wire, water detection it is flat；
2) concrete bed component 1, the chain boss 14 in end and chain 15 mutual linking of groove in end are placed, and keeps high
Degree is consistent；
3) connector is inserted into vertical connecting hole 13, by (or the field fabrication of concrete bed component 1 and prefabricated dropping pit
Dropping pit) it is connected with each other；
4) concrete bar shaped bearing capacity component 2 is piled up, keeps each concrete bar shaped bearing capacity component 2 in the same level
In face；
5) end attaching nut 3 is smeared using anti-corrosion grease and connect bolt 12 with end, then end attaching nut 3 is screwed in
On end connecting screw 12, the height of bolt 12 and nut 3 will be lower than concrete bar shaped bearing capacity component 2；
6) using the sundries and dust in high pressure gas cleaning end connection T-shaped hole 21；
7) finally sealed gum cap 3 is pressed into end connection T-shaped hole 21, sealed gum cap outer should be coated with sealant, to this
Hole is sealed, and the sealed gum cap 3 after indentation should be with concrete bar shaped bearing capacity component 2 in the same plane.
The beneficial effect comprise that:
1) a kind of dismountable concrete leakage dropping-board, by traditional whole production concrete leakage dropping-board production breakdown at concrete
The novel production process of substructure member 1, concrete bar shaped bearing capacity 2 two independent components of component, ensure that production, transport,
The flexibility of construction site Assembly And Disassembly reduces production cost, improves product quality, improves construction assembly efficiency.
2) a kind of dismountable concrete leakage dropping-board changes traditional entirety convenient for the dismounting and replacement to leakage dropping-board
Concrete leakage dropping-board can not inactivate the virus of leakage dropping-board lower part using chemical method；Effectively change livestock-raising house
This dead angle of the leakage dropping-board of inner virus chemical ablation can prevent the virus such as African swine fever completely and occur or spread.
3) in a kind of production process of dismountable concrete leakage dropping-board, mix, mold molding, product stripping, under
The production processes such as line transport, steam curing, product stacking, product packaging are relatively easy, easy to accomplish, and cost reduces, raw
Efficiency is produced to improve, transport is easy, and it is easy for construction, it is low in cost.
4) integrally formed using dry concrete in the production process of the integrally formed concrete leakage dropping-board of tradition, together
The concrete mix of sample intensity vibrates integrally formed leakage dropping-board using dry concrete, it may appear that four problems:
First is that intensity, which is lower than, pours seperated molding concrete leakage dropping-board of vibrating；
Second is that bottom surface and side that integrally formed leakage dropping-board is contacted with mold will appear a large amount of diameter not etc., it is deep
Shallow different stomata；
Third is that will appear ixoderm in demoulding, need manually to carry out secondary repairing treatment, product appearance quality is bad；
Fourth is that, since mold is a globality, die quality is too heavy when the integrally formed crevice board of dry concrete, then
In addition the quality of the concrete mix in mold, the vibration of shaking platform must use heavy-duty motor, and high-frequency is vibrated, by
This generates huge noise, pollutes to ambient enviroment and the waste of electric power；
And a kind of dismountable concrete leakage dropping-board of the present invention, vibration moulding new process is poured using fission molding, product
With removable property；Pouring property concrete vibrating fission moulding process, compared with vibrating integral forming technique with dry concrete,
It has the advantage that
First is that the concrete mix of same intensity, is higher than using the concrete leakage dropping-board intensity of pouring property concrete formation
Molding 20% or more the concrete leakage dropping-board intensity of dry concrete；
Second is that hardly there is stomata in bottom surface and side that dismountable leakage dropping-board component is contacted with mold；
Third is that being not in ixoderm phenomenon in demoulding；
Fourth is that die quality is small using seperated small mould, the concrete mix in mold is also few, using pouring coagulation
Earth forming, molding noise substantially reduce, and meet the requirement of environmental protection, while reducing the requirement to electric power.
5) technical indicators such as mechanical property, structural behavior of a kind of dismountable concrete leakage dropping-board of the invention are above
Traditional dry concrete body vibration forms leakage dropping-board product.The present invention is traditional body vibration formation of concrete leakage dropping-board
Update substitution production technology and product, there is pole vast market prospect.
Claims (3)
1. a kind of dismountable concrete leakage dropping-board, it is characterised in that: carried by concrete bed component (1), concrete bar shaped
Power component (2), several end attaching nuts (3), intermediate connection steel bolt (4), several sealed gum caps (5), several combinations are funneling
Excrement hole (6) are leaked to constitute；
The concrete bed component (1) is arranged in parallel in several concrete bar shaped bearing capacity components (2) two and rectifies
Lower section, the concrete bar shaped bearing capacity component (2) are stuck in the combination groove (7) of the concrete bed component (1),
And the upper surface of the upper surface of the concrete bed component (1) and the concrete bar shaped bearing capacity component (2) is same
In one plane；
The concrete bed component (1) is by several combination grooves (7) being uniformly arranged, several combination boss being uniformly arranged
(8), the half of both ends combines groove (9), vertically connects positioned at the several end connecting screws (12) combined in groove (7), two
Connect hole (13), the chain boss in end (14), the chain groove in end (15), bar frame (16) composition；The combination groove (7)
It is made of the groove of falling isosceles trapezoid (11), top rectangular groove (18)；The combination boss (8) is by top rectangular boss
(17), isosceles trapezoid boss (10) is constituted；Several end connecting screws (12) are being located at the combination groove (7) just
Center, and pre-plugged is good, height will be lower than the upper surface of combination boss (8)；Described bar frame (16) the You Lianggen water
Flat reinforcing bar (160), several reinforcing steel bar frames (161) are constituted；Half positioned at described concrete bed component (1) both ends combines groove
(9), it is made of half of combination groove (7), complete combination groove (7) will be constituted at docking；The end connects
It locks boss (14) and the chain groove in the end (15) progress is chain, so that the two neighboring concrete bed component
(1) with the accuracy of overall stability and position；
The concrete bar shaped bearing capacity component (2) is by two centrally located funneling leakage excrement holes (20), two difference
Half funneling leakage excrement hole (61), two end connections T-shaped hole (21), two ends positioned at two sides connect T-shaped hole casing
(22), two upper reinforcing bar (23), two lower reinforcing bars (24), two vertical reinforcing bars (25), two horizontal reinforcements (26), intermediate lands
(27), two intermediate connections jack (28), two intermediate connection jack casing (29), superposed rectangle facing concrete
(200), the isosceles trapezoid bottom concrete (201) positioned at lower part is constituted；The intermediate lands (27) are located at the coagulation
The two sides of native bar shaped bearing capacity component (2), and it is located at middle；Intermediate connection jack (28) is located at intermediate lands (27)
The center of side, and perpendicular to the side of intermediate lands (27), the outside of intermediate connection jack (28) connects for centre
Patch hole sleeve (29)；Funneling leakage excrement hole (20) described in two, two end connections T-shaped hole (21) are located at same center
On line；
The end attaching nut (3) is located at two ends connection T-shaped hole of the concrete bar shaped bearing capacity component (2)
(21) in, and it is connected with end connecting screw (12) by screw thread；
Intermediate connection steel bolt (4) is on concrete bar shaped bearing capacity component (2) intermediate lands (27) described in two
Intermediate connection jack (28) in, the two neighboring concrete bar shaped bearing capacity component (2) is connected as an entirety, is increased
Add its rigidity；
The sealed gum cap (5) is located at two ends connection T-shaped hole (21) of the concrete bar shaped bearing capacity component (2)
It is interior, and in the surface of the end attaching nut (3)；Sealed gum cap (5) upper surface and the concrete
The upper surface of bar shaped bearing capacity component (2) carries out tight closure in the same plane, to end connection T-shaped hole (21)；
Funneling leakage excrement hole (6) of the combination is by half leakage positioned at described concrete bar shaped bearing capacity component (2) two sides
Bucket type leaks excrement hole (61), constitutes when the two neighboring concrete bar shaped bearing capacity component (2) combines.
2. a kind of dismountable concrete leakage dropping-board according to claim 1, it is characterised in that: the bar frame
(16), the upper reinforcing bar (23), the lower reinforcing bar (24), the vertical reinforcing bar (25), the horizontal reinforcement (26), institute
Intermediate connection steel bolt (4), end connection T-shaped hole casing (22), intermediate connection jack casing (29) stated are equal
Floating rust need to be removed in advance, require to carry out hot galvanizing processing according still further to hot dip galvanizing process.
3. a kind of dismountable concrete leakage dropping-board according to claim 1, it is characterised in that: described two vertically connect
Connect hole (13), the chain boss in the end (14), the chain groove in the end (15) are respectively positioned on same center line；Institute
The vertical connecting hole (13) stated is through-hole structure, convenient for being connected with concrete prefabricated dropping pit below.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910475639.8A CN110089442A (en) | 2019-06-04 | 2019-06-04 | A kind of dismountable concrete leakage dropping-board |
Applications Claiming Priority (1)
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Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111677094A (en) * | 2020-07-06 | 2020-09-18 | 黑龙江省牧川装配式建筑有限公司 | Prefabricated pig house excrement ditch of assembled prestressed concrete |
| CN113057105A (en) * | 2021-03-25 | 2021-07-02 | 山东大学 | Prefabricated manure trough and construction method thereof |
| CN115336536A (en) * | 2022-09-20 | 2022-11-15 | 河北省畜牧总站(河北省畜牧业监测预警服务中心) | Flocks of sheep breed and excrement and urine fermentation system |
| IT202100020045A1 (en) * | 2021-07-27 | 2023-01-27 | Alleviamo S R L | PERFECTED MODULAR FLOOR FOR LIVESTOCK FARMS |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US20020029536A1 (en) * | 2000-09-11 | 2002-03-14 | Ramon Sala Prat | Flooring |
| CN104126514A (en) * | 2013-01-23 | 2014-11-05 | 郑州翎羽新材料有限公司 | Excrement leaking plate |
| CN205946847U (en) * | 2016-06-23 | 2017-02-15 | 江苏三源生物科技有限公司 | Feces leaking plate |
| CN108684574A (en) * | 2018-04-24 | 2018-10-23 | 郑州大智农牧科技有限公司 | A kind of livestock and poultry cultivation liquid dung processing high intensity interlock type concrete leakage dropping-board |
| CN208258701U (en) * | 2018-06-04 | 2018-12-21 | 张登超 | Leakage dropping-board |
| CN109699502A (en) * | 2019-02-26 | 2019-05-03 | 郑州大智农牧科技有限公司 | A kind of assembly concrete leakage dropping-board |
| CN210298955U (en) * | 2019-06-04 | 2020-04-14 | 黑龙江省牧川装配式建筑有限公司 | Detachable concrete excrement leaking plate |
-
2019
- 2019-06-04 CN CN201910475639.8A patent/CN110089442A/en active Pending
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US20020029536A1 (en) * | 2000-09-11 | 2002-03-14 | Ramon Sala Prat | Flooring |
| CN104126514A (en) * | 2013-01-23 | 2014-11-05 | 郑州翎羽新材料有限公司 | Excrement leaking plate |
| CN205946847U (en) * | 2016-06-23 | 2017-02-15 | 江苏三源生物科技有限公司 | Feces leaking plate |
| CN108684574A (en) * | 2018-04-24 | 2018-10-23 | 郑州大智农牧科技有限公司 | A kind of livestock and poultry cultivation liquid dung processing high intensity interlock type concrete leakage dropping-board |
| CN208258701U (en) * | 2018-06-04 | 2018-12-21 | 张登超 | Leakage dropping-board |
| CN109699502A (en) * | 2019-02-26 | 2019-05-03 | 郑州大智农牧科技有限公司 | A kind of assembly concrete leakage dropping-board |
| CN210298955U (en) * | 2019-06-04 | 2020-04-14 | 黑龙江省牧川装配式建筑有限公司 | Detachable concrete excrement leaking plate |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111677094A (en) * | 2020-07-06 | 2020-09-18 | 黑龙江省牧川装配式建筑有限公司 | Prefabricated pig house excrement ditch of assembled prestressed concrete |
| CN113057105A (en) * | 2021-03-25 | 2021-07-02 | 山东大学 | Prefabricated manure trough and construction method thereof |
| IT202100020045A1 (en) * | 2021-07-27 | 2023-01-27 | Alleviamo S R L | PERFECTED MODULAR FLOOR FOR LIVESTOCK FARMS |
| CN115336536A (en) * | 2022-09-20 | 2022-11-15 | 河北省畜牧总站(河北省畜牧业监测预警服务中心) | Flocks of sheep breed and excrement and urine fermentation system |
| CN115336536B (en) * | 2022-09-20 | 2024-01-16 | 河北省畜牧总站(河北省畜牧业监测预警服务中心) | Sheep flock breeding and fecal fermentation system |
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