CN107471404A - A kind of water channel gool side leads to the production method of prefabricated component - Google Patents
A kind of water channel gool side leads to the production method of prefabricated component Download PDFInfo
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- CN107471404A CN107471404A CN201710726693.6A CN201710726693A CN107471404A CN 107471404 A CN107471404 A CN 107471404A CN 201710726693 A CN201710726693 A CN 201710726693A CN 107471404 A CN107471404 A CN 107471404A
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- prefabricated component
- water channel
- mould
- concrete
- die cavity
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- 238000004519 manufacturing process Methods 0.000 title claims abstract description 34
- 230000002787 reinforcement Effects 0.000 claims abstract description 80
- 239000004567 concrete Substances 0.000 claims abstract description 58
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 49
- 239000010959 steel Substances 0.000 claims abstract description 49
- 238000012423 maintenance Methods 0.000 claims abstract description 28
- 238000005266 casting Methods 0.000 claims abstract description 9
- 239000012141 concentrate Substances 0.000 claims abstract description 6
- 239000011241 protective layer Substances 0.000 claims abstract description 6
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 45
- 239000010410 layer Substances 0.000 claims description 39
- 239000003638 chemical reducing agent Substances 0.000 claims description 23
- 239000004576 sand Substances 0.000 claims description 18
- 235000019738 Limestone Nutrition 0.000 claims description 17
- 239000006028 limestone Substances 0.000 claims description 17
- OYPRJOBELJOOCE-UHFFFAOYSA-N Calcium Chemical compound [Ca] OYPRJOBELJOOCE-UHFFFAOYSA-N 0.000 claims description 16
- 239000011575 calcium Substances 0.000 claims description 16
- 229910052791 calcium Inorganic materials 0.000 claims description 16
- HEMHJVSKTPXQMS-UHFFFAOYSA-M Sodium hydroxide Chemical compound [OH-].[Na+] HEMHJVSKTPXQMS-UHFFFAOYSA-M 0.000 claims description 15
- 230000003014 reinforcing effect Effects 0.000 claims description 15
- 239000010438 granite Substances 0.000 claims description 14
- 239000002245 particle Substances 0.000 claims description 14
- 238000000034 method Methods 0.000 claims description 13
- 238000009826 distribution Methods 0.000 claims description 10
- 239000002994 raw material Substances 0.000 claims description 10
- 238000003032 molecular docking Methods 0.000 claims description 8
- 239000000843 powder Substances 0.000 claims description 8
- LIKBJVNGSGBSGK-UHFFFAOYSA-N iron(3+);oxygen(2-) Chemical compound [O-2].[O-2].[O-2].[Fe+3].[Fe+3] LIKBJVNGSGBSGK-UHFFFAOYSA-N 0.000 claims description 6
- 239000003595 mist Substances 0.000 claims description 6
- 239000002893 slag Substances 0.000 claims description 6
- LFQSCWFLJHTTHZ-UHFFFAOYSA-N Ethanol Chemical compound CCO LFQSCWFLJHTTHZ-UHFFFAOYSA-N 0.000 claims description 5
- LSNNMFCWUKXFEE-UHFFFAOYSA-N Sulfurous acid Chemical compound OS(O)=O LSNNMFCWUKXFEE-UHFFFAOYSA-N 0.000 claims description 5
- 238000005056 compaction Methods 0.000 claims description 5
- 238000001035 drying Methods 0.000 claims description 5
- 238000003780 insertion Methods 0.000 claims description 5
- 230000037431 insertion Effects 0.000 claims description 5
- 239000000203 mixture Substances 0.000 claims description 5
- OTYBMLCTZGSZBG-UHFFFAOYSA-L potassium sulfate Chemical compound [K+].[K+].[O-]S([O-])(=O)=O OTYBMLCTZGSZBG-UHFFFAOYSA-L 0.000 claims description 5
- 229910052939 potassium sulfate Inorganic materials 0.000 claims description 5
- 235000011151 potassium sulphates Nutrition 0.000 claims description 5
- 238000002360 preparation method Methods 0.000 claims description 5
- 239000011398 Portland cement Substances 0.000 claims description 4
- 238000005452 bending Methods 0.000 claims description 2
- 238000001914 filtration Methods 0.000 claims description 2
- 239000010881 fly ash Substances 0.000 claims description 2
- LSNNMFCWUKXFEE-UHFFFAOYSA-M Bisulfite Chemical compound OS([O-])=O LSNNMFCWUKXFEE-UHFFFAOYSA-M 0.000 claims 2
- 238000010276 construction Methods 0.000 abstract description 17
- 238000010586 diagram Methods 0.000 description 8
- 238000007789 sealing Methods 0.000 description 7
- 239000004568 cement Substances 0.000 description 6
- 238000009434 installation Methods 0.000 description 6
- 239000000463 material Substances 0.000 description 5
- 238000011049 filling Methods 0.000 description 4
- 230000002262 irrigation Effects 0.000 description 4
- 238000003973 irrigation Methods 0.000 description 4
- 239000010883 coal ash Substances 0.000 description 3
- 230000006835 compression Effects 0.000 description 3
- 238000007906 compression Methods 0.000 description 3
- 238000013461 design Methods 0.000 description 3
- 238000011065 in-situ storage Methods 0.000 description 3
- 238000006243 chemical reaction Methods 0.000 description 2
- 238000011161 development Methods 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 238000001125 extrusion Methods 0.000 description 2
- 230000013011 mating Effects 0.000 description 2
- 238000004904 shortening Methods 0.000 description 2
- 239000002002 slurry Substances 0.000 description 2
- 210000002435 tendon Anatomy 0.000 description 2
- 239000002699 waste material Substances 0.000 description 2
- 239000003513 alkali Substances 0.000 description 1
- 239000002585 base Substances 0.000 description 1
- 230000000740 bleeding effect Effects 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 239000003814 drug Substances 0.000 description 1
- 229940079593 drug Drugs 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000002474 experimental method Methods 0.000 description 1
- 230000036571 hydration Effects 0.000 description 1
- 238000006703 hydration reaction Methods 0.000 description 1
- 239000010977 jade Substances 0.000 description 1
- 239000011159 matrix material Substances 0.000 description 1
- 239000004570 mortar (masonry) Substances 0.000 description 1
- 210000003205 muscle Anatomy 0.000 description 1
- 239000011178 precast concrete Substances 0.000 description 1
- 239000011435 rock Substances 0.000 description 1
- 150000003839 salts Chemical class 0.000 description 1
- 239000000565 sealant Substances 0.000 description 1
- 230000001932 seasonal effect Effects 0.000 description 1
- 239000010865 sewage Substances 0.000 description 1
- RMAQACBXLXPBSY-UHFFFAOYSA-N silicic acid Chemical compound O[Si](O)(O)O RMAQACBXLXPBSY-UHFFFAOYSA-N 0.000 description 1
- 235000012239 silicon dioxide Nutrition 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- 239000000725 suspension Substances 0.000 description 1
- 230000009466 transformation Effects 0.000 description 1
Classifications
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
- B28B1/00—Producing shaped prefabricated articles from the material
- B28B1/08—Producing shaped prefabricated articles from the material by vibrating or jolting
- B28B1/093—Producing shaped prefabricated articles from the material by vibrating or jolting by means directly acting on the material, e.g. by cores wholly or partly immersed in the material or elements acting on the upper surface of the material
- B28B1/0935—Producing shaped prefabricated articles from the material by vibrating or jolting by means directly acting on the material, e.g. by cores wholly or partly immersed in the material or elements acting on the upper surface of the material using only elements wholly or partly immersed in the material, e.g. cores
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
- B28B11/00—Apparatus or processes for treating or working the shaped or preshaped articles
- B28B11/24—Apparatus or processes for treating or working the shaped or preshaped articles for curing, setting or hardening
- B28B11/245—Curing concrete articles
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
- B28B23/00—Arrangements specially adapted for the production of shaped articles with elements wholly or partly embedded in the moulding material; Production of reinforced objects
- B28B23/02—Arrangements specially adapted for the production of shaped articles with elements wholly or partly embedded in the moulding material; Production of reinforced objects wherein the elements are reinforcing members
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
- B28B7/00—Moulds; Cores; Mandrels
- B28B7/0002—Auxiliary parts or elements of the mould
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
- B28B7/00—Moulds; Cores; Mandrels
- B28B7/16—Moulds for making shaped articles with cavities or holes open to the surface, e.g. with blind holes
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
- B28B7/00—Moulds; Cores; Mandrels
- B28B7/28—Cores; Mandrels
-
- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B28/00—Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements
- C04B28/02—Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements containing hydraulic cements other than calcium sulfates
- C04B28/04—Portland cements
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B5/00—Artificial water canals, e.g. irrigation canals
- E02B5/02—Making or lining canals
-
- 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
- Y02A40/10—Adaptation technologies in agriculture, forestry, livestock or agroalimentary production in agriculture
- Y02A40/22—Improving land use; Improving water use or availability; Controlling erosion
Landscapes
- Engineering & Computer Science (AREA)
- Chemical & Material Sciences (AREA)
- Ceramic Engineering (AREA)
- Mechanical Engineering (AREA)
- Manufacturing & Machinery (AREA)
- Structural Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Civil Engineering (AREA)
- Chemical Kinetics & Catalysis (AREA)
- Inorganic Chemistry (AREA)
- Materials Engineering (AREA)
- Organic Chemistry (AREA)
- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
Abstract
The invention discloses the production method that a kind of water channel gool side leads to prefabricated component, comprise the following steps：（1）Making and the mould needed for water channel prefabricated component same shape, mould is inverted and put, from bottom casting concrete；（2）On die inside on even application mould oil or pad on plastic sheeting；（3）The framework of steel reinforcement made is inserted in and poured in mould, and adjusts the protective layer of concrete；（4）Field fabrication pours required concrete；By concreting in mould, uniformly divide to both ends, then vibrated 1~3 minute with vibrator, then to mould upper surface troweling；Close die cap plate；（5）Water channel prefabricated component after casting concrete conserves at the scene, and temperature tears side mould open after being more than 500h DEG C during maintenance, removable internal model after temperature is more than 1500h DEG C during watering maintenance, and prefabricated component concentrates stacking after form removal, during maintenance temperature up to more than 2000h DEG C when dispatch from the factory use.The features such as efficiency of construction can be greatly improved in the present invention.
Description
Technical field
The present invention relates to a kind of hydraulic engineering field, and in particular to a kind of water channel gool side leads to the production method of prefabricated component.
Background technology
Water channel is the main tool of the filling such as irrigation and water conservancy, traffic, municipal administration, sewage, rainy day draining row's engineering, and concrete
The U-shaped gool mould of soil is one of main tool for producing gool.
With greatly developing for China's modern agriculture and water resource infrastructure, country and place are built to agricultural and water conservancy basis
If scale of investment it is increasing.China is one to the relatively backward country of agricultural technology, vast in territory, water resource assignment ten
Divide inequality, it is particularly very in short supply to west area, the water resource of drug in some provinces.At the same time, due to filling row's mode and material
It is unreasonable, great lot of water resources is not utilized and protected well, is had become in China's agriculture project and water conservancy construction
The poorly efficient serious problems utilized of water resource.Over more than 20 years, precast concrete gool（Referred to as U-shaped gool）It is special in China each province and city
It is not popularization and application in western water resources regional agricultural water conservancy project in short supply, it is agriculture abundant with hydraulic department has obtained various regions
Certainly, significant economic benefit and social benefit are achieved.
Also there is many through retrieving the Chinese patent literature about water channel prefabricated component, it is as follows：
1st, Chinese patent<Application number> 200620034095.X<Utility model title>Concrete prefabricated groove<Applicant>Fan Yun
It is clever<Address>Development zone Pingshan, Deyang City the Yellow River, Sichuan Province Jie Bei sections（In the bureau of agriculture of Jingyang District）<Summary>It the utility model is related to
A kind of concrete prefabricated groove for farmland water channel, the groove by a pair of shape of cross sections be " L " shape prefabricated components it is opposite
Arrangement combinations form a "u"-shaped groove, and the different bottom plate of width, structure can be set up between the mating surface of the component of two " L " shapes
The groove water channel different into various circulatioies, there is positioning spigot in the mating surface of each component.
2nd, Chinese patent<Application number> 201520717706.X<Utility model title>A kind of new prefabricated water channel<Application
People>Deng Zenghua<Address>Ganzhou City of Jiangxi Province Shicheng County agricultural development office<Summary>A kind of new prefabricated water channel, is related to one
Kind rural water conservancy transformation facility, especially a kind of new prefabricated water channel, including U-lag, the upper edge of U-lag are provided with road deck；Its
It is characterized in：Often save U-lag end and be provided with water stopping trough, two save U-lag junction bar connectings, then in the water stopping trough at U-lag end
With novel water-stop rubber filling, sealing effect is played.
3rd, Chinese patent<Application number> 201020113216.6<Utility model title>Anti-deformation combined penstock<Application
People>Tian Shucheng<Address>7 buildings west gates of house west wing Unit 1 in Samples, Huadian, Jilin Province city three<Summary>It the utility model is related to water conservancy work
Journey technical field, be it is a kind of be widely used in that agricultural irrigation, traffic municipal administration be defeated, Anti-deformation combined penstock of drainage system, it is special
Putting is：It includes some blocks of canal plates, and the joint of adjacent canal plate is connected by sealing connecting strip with sealant sealing, canal plate with
Convex edge is equipped with below the canal plate of canal plate joint, the joint of vertical or horizontal canal plate is in contact by the convex edge of its joint
Flat recess consolidate block and the connecting screw that is placed in sealing connecting strip is connected；The joint of vertical and horizontal canal plate is right by its
The connecting screw that the cross recess that the convex edge at the place of connecing is in contact consolidates block and is placed in sealing connecting strip is connected.
4th, Chinese patent<Application number> 201520000756.6<Utility model title>A kind of prefabricated drainage ditch pours into
Pattern has<Applicant>Jiangxi technical college<Address>Nanchang City, Jiangxi Province Qingshanhu District precious jade lake garden in university<Summary>It is practical new
Type discloses a kind of casting mold of prefabricated drainage ditch, including dolly, external mold and internal model, and external mold is in matrix, and internal model is in U
Type, drainage ditch are taken shape in the cavity between external mold and internal model.
The shortcomings of the prior art has：1st, the process of construction cycle is long, cost is high, needs artificial more, the construction period
Between easily influenceed, it is necessary to excavate larger construction place, to be more easily damaged, not easy care, it is impossible to reuse, tear open by weather
Except fairly cumbersome, original Land Environment of destructible etc.；2nd, water channel gool is easily by earth pressure crimp or damage, both pole
The big service life for influenceing beam groove, and a larger increase cost input, waste of resource；3rd, during water channel gool installation docking, joint
Sealing is poor, easy leak, causes water source to access maximum utilization；4th, make water channel gool side and lead to prefabricated component process
It is more, it is too cumbersome during modulus, labour and working time are greatly wasted, work efficiency is low.
Applicant it is hereby stated that：We are an enterprises for researching and producing water conservancy irrigation canals and ditches cement prefab, are in the past few years being ground
To study carefully and be made that many products in terms of developing water conservancy irrigation canals and ditches cement prefab, the product having at present has already passed through experiment and examined,
Will put goods on the market, the several patent application documents that have applied on the same day are all our own scientific achievements, the present invention with《It is a kind of
The production method of retaining wall prefabricated component》、《A kind of water channel engineering system and construction method》、《A kind of water channel is passed by one's way the life of prefabricated component
Production method》、《A kind of production method of water channel gool prefabricated component》、《A kind of production method of water channel threeway prefabricated component》、《A kind of water
The production method of canal corner prefabricated component》Process structure have similar part, but be our series of products, the mesh applied for a patent
Be for our series of products of protection, rather than for other purposes.
The content of the invention
The purpose of the present invention is the defects of being directed to prior art, there is provided one kind can meet mechanized construction, can be greatly improved
Efficiency of construction, the larger shortening engineering construction duration, firm in structure, anti-extrusion deformation is strong, convenient disassembly, can reuse, right
Good airproof performance is connect, appearance is neat, and streamline is attractive in appearance, and installation is quick, removes the production method that convenient water channel gool side leads to prefabricated component.
In order to realize the invention described above purpose, the technical scheme used for：
A kind of water channel gool side leads to the production method of prefabricated component, and described method comprises the following steps：
（1）Make and be inverted and put with the mould needed for water channel prefabricated component same shape, mould, mold bottom upward, pours from bottom
Build concrete；
（2）On die inside on even application mould oil or pad on plastic sheeting；
（3）The framework of steel reinforcement made is inserted in and poured in mould, and adjusts the protective layer of concrete, described framework of steel reinforcement
Trough rim by inside and outside stressing conditions configuration principal rod, bottom land is by upper and lower stressing conditions configuration principal rod, by the reinforcing bar of configuration point
Then solution is welded into unit member, several unit members is welded to connect with longitudinal reinforcement to be formed into the shape that can be processed
The framework of steel reinforcement of gool, the both ends distribution unit component on framework of steel reinforcement is closeer, and intermediate distribution unit member is sparse and uniform；
（4）Field fabrication pours required concrete；Concrete is poured among mold bottom, uniformly divided to both ends, then
Vibrated, vibrated 1~3 minute using direct insertion vibrator, discharged the bubble in concrete, combine concrete compaction, then to mould
Have notch upper surface and carry out troweling；Closed die cover plate；
（5）Water channel prefabricated component after casting concrete conserves at the scene, and temperature is more than 500h DEG C during maintenance。It is removable side afterwards
Mould, temperature is more than 1500h DEG C when watering conserves。Removable internal model afterwards, tear prefabricated component after internal model open and concentrate and stack, Wen Da during maintenance
2000h·℃。Can dispatch from the factory use during the above.
Temperature is time × outdoor temperature when above-described, and the chronomere is hour, and time numerical value takes >=16
Positive integer, i.e. time add up and value >=16, time numerical value can use the numerical value such as 16,17,18,19,20,21,22,23,24, described
Outdoor temperature unit for degree Celsius, outdoor temperature >=20 DEG C, outdoor temperature can change with seasonal variations, when outdoor temperature is less than
At 20 DEG C, do not construct；And outdoor temperature is high, time numerical value is relative to get the small value, i.e., shortens the time required to maintenance.
Above-described mould includes drive end bearing bracket, upper cover plate, die cavity, rear end cap, sidewall paneling and framework of steel reinforcement；Before described
End cap, rear end cap correspond to the front and rear end for being installed on die cavity respectively, and are fixed using bolt；Framework of steel reinforcement, mould are cased with die cavity
Chamber both sides, which are bolted, is provided with symmetrical two pieces of sidewall panelings；The inclined angle of sidewall paneling corresponds to the inclination of die cavity side wall
Angle, and be secured by bolts on die cavity, hollow isosceles trapezoid platform is additionally provided with described sidewall paneling；, the upper cover plate
It is placed on die cavity；The framework of steel reinforcement includes second layer distributing bar, first layer distributing bar, reinforcement distributing bar and longitudinal steel
Muscle, the second layer distributing bar, first layer distributing bar and reinforcement distributing bar connect and compose unit member, first layer construction
Second layer distributing bar is sandwiched in centre by reinforcing bar and reinforcement distributing bar, and several unit members connect into steel by longitudinal reinforcement
Tendons skeleton.
Above-described die cavity is welded or is stamped to form using steel plate bending, and mold cavity and edge use angle steel or channel-section steel
Support.
Be provided with two symmetrical chamferings at the top of above-described die cavity so that water channel gool side lead to prefabricated component groove madial wall and
Chamfering is formed on bottom, is easy to remove mud.
Above-described drive end bearing bracket, rear end cap are provided with boss, and described boss is the model of docking groove, pre- through being cast in
Docking groove is formed on product.
Above-described die cavity is provided with two pieces of symmetrical side walls, and the angle of described side wall and vertical plane is 5 °~8 °；Institute
Lifting hole(eyelet) is additionally provided with the side wall stated.
Above-described concrete includes the raw material of following parts by weight：60~70 parts of coarse-fine aggregate, 425~525 silicic acid
10~20 parts of salt cement, 5~10 parts of flyash, 5~10 parts of Iron-ore Slag micro mist, 1~3 part of high efficiency water reducing agent, described efficiently subtracts
Aqua is that alcohol effluent dry powder adds the weight ratio of sulfoacid calcium water reducer to be 1:1.
Above-described coarse-fine aggregate is river sand and the mixture of limestone or granite particle, river sand and limestone or flower
The weight ratio of hilllock rock particle is 1:1~1.5；The modulus of fineness of the river sand is 2.2~3.0, and the limestone or granite are broken
Material diameter is 5~30mm.
It by sulfite liquor is raw material that above-described sulfoacid calcium water reducer preparation method, which is, adds sodium hydroxide
PH value is adjusted to 8~10, is passed through after air reacts 10~12h at 70~80 DEG C and adds potassium sulfate, reacted at 70~80 DEG C
40~50min, filtering, sulfoacid calcium water reducer is produced after drying.
The product that the production method that above-described water channel gool side leads to prefabricated component obtains is in water conservancy construction, municipal drainage system
Purposes in terms of system or highway bridge and culvert.
The protrusion substantive distinguishing features and significant progress that the present invention has relative to prior art：
1st, the present invention can meet mechanized construction, efficiency of construction can be greatly improved, the larger shortening engineering construction duration, structure is hard
Gu anti-extrusion deformation is strong, convenient disassembly, it can reuse, Butt sealing is good, and appearance is neat, and streamline is attractive in appearance, and installation is fast
Speed, it is convenient to remove.
2nd, the logical prefabricated component appearance in the water channel gool side that the present invention produces is neat, forms water channel, can make it that water channel is overall
Appearance is neat, carefully and neatly done attractive in appearance, and when mounted, work efficiency improves more than 7 times than common construction method, and the construction period shorten to 80~
90%。
3rd, materials needed for present invention production are few, can save cast-in-place concrete investment 12~35%, larger to reduce cost throwing
Enter, great economic interests can be produced.
4th, the mould of production and application of the present invention, its making is simple and convenient, and assembling is quick, and process simplifies, and modulus, is convenient in demoulding
Quickly；And reinforcement component is cased with a mold, it is firm so to build the beam groove preform structure being molded as, resistance to compression and tensile capacity
By force；Reinforcement frame is made up of two-layer structure reinforcing bar, reinforcement distributing bar and longitudinal reinforcement, overall uniform force, and power conductibility is good.
5th, the present invention reduces cement consumption, it is pre- to increase substantially concrete gool using Iron-ore Slag micro mist as admixture
The intensity of product, effectively suppress the alkali-aggregate reaction of concrete, significantly improve the alkali resistant aggregate reaction performance of concrete, improve canal
The durability of groove prefabricated component；The bleeding quantity of concrete is reduced, improves the workability of concrete；Improve the compactness of concrete, show
Write the impermeability for improving gool prefabricated component.
6th, the sulfoacid calcium water reducer that uses of the present invention can reduce water consumption more than 10%, compression strength averagely improve 15% with
On, the significant workability for improving concrete, the durability of concrete is greatly enhanced, at the beginning of significantly reducing hydrated cementitious
The heat of hydration of phase.
7th, prefabricated component of the present invention has docking groove in joint, and concrete is filled up in seam（Or impervious viscous and material）, energy
The loss of water-carrying capacity is greatly reduced, substantially increases water use efficiency；Meanwhile this abutment joint for installation prefabricated component water channel because
Cold and hot deform provides the variable space, and protection prefabricated component is without damage.
8th, framework of steel reinforcement design of the present invention is special, it is sturdy and durable can to ensure that water channel gool side leads to, compared with existing water channel
Gool side leads to more than several times of prefabricated component Quality advance, can be through under pressure indeformable.
9th, the water channel prefabricated component after casting concrete of the present invention conserves at the scene, and temperature is more than 500h DEG C during maintenance。Afterwards
I.e. removable side mould, temperature is more than 1500h DEG C when watering conserves。Removable die cavity afterwards, prefabricated component, which is concentrated, after form removal chamber stacks, maintenance
Shi Wenda 2000h DEG C。Can dispatch from the factory use during the above；This kind of maintenance method is taken, can reach accurate to water channel prefabricated component
Maintenance, the quality of water channel prefabricated component is improved, strengthen the resistance to compression of water channel prefabricated component and tensile capacity；It can also save unnecessary artificial
Input, the unnecessary waste of water is also avoided that, reduces production cost.
10th, reinforcement constitution of the present invention include second layer distributing bar, first layer distributing bar, reinforcement distributing bar and
Longitudinal reinforcement, the second layer distributing bar, first layer distributing bar and reinforcement distributing bar connect and compose unit member, and first
Second layer distributing bar is sandwiched in centre by layer distributing bar and reinforcement distributing bar, and several unit members are connected by longitudinal reinforcement
It is connected into reinforcement constitution.This reinforcement constitution design is special, can ensure that water channel water channel threeway is sturdy and durable, compared with existing water channel
More than several times of water channel threeway prefabricated component Quality advance, can be through under pressure indeformable.
Brief description of the drawings
Fig. 1 is the dimensional structure diagram that a kind of water channel gool side of the present invention leads to prefabricated-member mould；
Fig. 2 is the dimensional structure diagram of die cavity；
Fig. 3 is the main structure diagram of beam groove；
Fig. 4 is Fig. 3 left view structural representation；
Fig. 5 is Fig. 3 overlooking the structure diagram；
Fig. 6 is the dimensional structure diagram that water channel gool side leads to prefabricated component；
Fig. 7 is the dimensional structure diagram of framework of steel reinforcement；
Fig. 8 is the dimensional structure diagram of forward and backward end cap；
Fig. 9 is the structural representation of side wall；
Figure 10 is the main structure diagram of framework of steel reinforcement；
Element title and serial number in figure：Drive end bearing bracket 1, cover plate 2, die cavity 3, rear end cap 4, side wall 5, lifting hole(eyelet) 6, bolt 7, docking groove
8, side through hole 9, second layer distributing bar 10, first layer distributing bar 11, reinforcement distributing bar 12, longitudinal reinforcement 13, bucking ladder
14, boss 15, bolt hole 16.
Framework of steel reinforcement is omitted in Fig. 1 and is placed on die cavity, is the structure of inside after cheap observation die assembly, therefore omits and is drawn into steel
Tendons skeleton.
Embodiment
With reference to embodiments of the invention, the present invention is described in more detail.
Embodiment 1:
Referring to shown in Fig. 1 to 10, a kind of water channel gool side leads to the production method of prefabricated component, and described method comprises the following steps：
（1）Make and be inverted and put with the mould needed for water channel prefabricated component same shape, mould, mold bottom upward, pours from bottom
Build concrete；
（2）On die inside on even application mould oil or pad on plastic sheeting；
（3）The framework of steel reinforcement made is inserted in and poured in mould, and adjusts the protective layer of concrete, described framework of steel reinforcement
Trough rim by inside and outside stressing conditions configuration principal rod, bottom land is by upper and lower stressing conditions configuration principal rod, by the reinforcing bar of configuration point
Then solution is welded into unit member, several unit members is welded to connect with longitudinal reinforcement to be formed into the shape that can be processed
The framework of steel reinforcement of gool, the both ends distribution unit component on framework of steel reinforcement is closeer, and intermediate distribution unit member is sparse and uniform；
（4）Field fabrication pours required concrete；Concrete is poured among mold bottom, uniformly divided to both ends, then
Vibrated, vibrated 1~3 minute using direct insertion vibrator, discharged the bubble in concrete, combine concrete compaction, then to mould
Have notch upper surface and carry out troweling；Closed die cover plate；
（5）Water channel prefabricated component after casting concrete conserves at the scene, and temperature is more than 500h DEG C during maintenance。It is removable side afterwards
Mould, temperature is more than 1500h DEG C when watering conserves。Removable internal model afterwards, tear prefabricated component after internal model open and concentrate and stack, Wen Da during maintenance
2000h·℃。Can dispatch from the factory use during the above.
After cast in situs terminates, so that it may pair when be included in curing time, it is 9 points of morning to pour end, i.e., since 9 points of morning
Timing；Take that 9 points of morning, totally 12 hours, outdoor temperature were 30 DEG C to 21 points at night the period, when temperature for 12 × 30=
360h·℃；21 points to 9 points of morning next day at night, totally 12 hours, when temperature be 12 × 28=336h DEG C；Two periods
Numerical value is added, and as 360+336=696h DEG C is more than 500h DEG C, can remove the die cap plate, side wall mould, end cap mould of mould.
Watering maintenance, from 10 points of morning to 21 points at night, outdoor temperature is 30 DEG C, when temperature be 11 × 30=330h DEG C；
21 points to 9 points of morning at night, and outdoor temperature is 28 DEG C, when temperature be 12 × 28=336h DEG C；9 points to 21 points of morning, outdoor temp
Spend for 32 DEG C, when temperature be 12 × 32=384h DEG C；21 points to 9 points of morning at night, and outdoor temperature is 30 DEG C, when temperature be 12
×30=360h·℃；9 points to 14 points of morning, outdoor temperature be 31 DEG C, when temperature be 5 × 31=155h DEG C；By the stage
Numerical value adds up, and as 330+336+384+360+155=1565 are more than 1500h DEG C, you can removes die cavity, prefabricated component is hung
Die cavity, carry out stacking maintenance.
Continuing to conserve, the value accumulated value of temperature reaches 2000h DEG C when will be all, from 14 points to 21 points at night of afternoon,
Outdoor temperature be 31 DEG C, when temperature be 7 × 31=217h DEG C；21 points to 9 points of morning at night, and outdoor temperature is 29 DEG C, Shi Wen
For 12 × 29=348h DEG C；9 points to 21 points of morning, outdoor temperature be 32 DEG C, when temperature be 12 × 32=384h DEG C；At night 21
For point to 9 points of morning, outdoor temperature is 30 DEG C, when temperature be 12 × 30=360h DEG C；9 points to 21 points of morning, outdoor temperature 33
DEG C, when temperature be 12 × 33=396h DEG C；21 points to 9 points of morning at night, and outdoor temperature is 30 DEG C, when temperature for 12 × 30=
360h·℃；The numerical value in the stage is added up, as 217+348+384+360+396+360=2065 reach 2000h DEG C。With
On, illustrate the standard for having met maintenance, can dispatch from the factory use.
Mould needed for the above method includes drive end bearing bracket 1, upper cover plate 2, die cavity 3, rear end cap 4, sidewall paneling 5 and reinforcing bar
Frame；Described drive end bearing bracket 1, rear end cap 4 correspond to the front and rear end for being installed on die cavity 3 respectively, and are fixed using bolt 7；Die cavity 3
On be cased with framework of steel reinforcement, the both sides of die cavity 3 are installed with symmetrical two pieces of sidewall panelings 5 by bolt 7；5 inclined angle of sidewall paneling
Degree corresponds to the angle of inclination of the side wall of die cavity 3, and is fixed on by bolt 7 on die cavity 3, in being additionally provided with described sidewall paneling 5
Empty isosceles trapezoid platform 14, the upper cover plate 2 are placed on die cavity 3.
Described die cavity 3 is provided with two pieces of symmetrical side walls, and the angle of described side wall and vertical plane is 5 °；Described side wall
On be additionally provided with lifting hole(eyelet) 6.
The framework of steel reinforcement includes second layer distributing bar 10, first layer distributing bar 11, reinforcement distributing bar 12 and indulged
To reinforcing bar 13, the second layer distributing bar 10, first layer distributing bar 11 and reinforcement distributing bar 12 connect and compose unit structure
Second layer distributing bar 10 is sandwiched in centre by part, first layer distributing bar 11 with reinforcement distributing bar 12, several unit members
Framework of steel reinforcement is connected into by longitudinal reinforcement 13.
Described concrete includes the raw material of following parts by weight：60 parts of coarse-fine aggregate, 10 parts of 425 portland cement, powder
5 parts of coal ash, 5 parts of Iron-ore Slag micro mist, 1 part of high efficiency water reducing agent, described high efficiency water reducing agent are that alcohol effluent dry powder adds sulfoacid calcium to subtract
The weight ratio of aqua is 1:1.
Described coarse-fine aggregate is river sand and the mixture of limestone or granite particle, river sand and limestone or granite
The weight ratio of particle is 1:1~1.5；The modulus of fineness of the river sand is 2.2~3.0, limestone or granite the particle footpath
For 5~30mm.
It by sulfite liquor is raw material that described sulfoacid calcium water reducer preparation method, which is, adds sodium hydroxide regulation
PH value is passed through after air reacts 10h at 70 DEG C to 8 and adds potassium sulfate, 40min is reacted at 70 DEG C, filter, after drying i.e.
Obtain sulfoacid calcium water reducer.
Embodiment 2:
Referring to shown in Fig. 1 to 10, a kind of water channel gool side leads to the production method of prefabricated component, and described method comprises the following steps：
（1）Make and be inverted and put with the mould needed for water channel prefabricated component same shape, mould, mold bottom upward, pours from bottom
Build concrete；
（2）On die inside on even application mould oil or pad on plastic sheeting；
（3）The framework of steel reinforcement made is inserted in and poured in mould, and adjusts the protective layer of concrete, described framework of steel reinforcement
Trough rim by inside and outside stressing conditions configuration principal rod, bottom land is by upper and lower stressing conditions configuration principal rod, by the reinforcing bar of configuration point
Then solution is welded into unit member, several unit members is welded to connect with longitudinal reinforcement to be formed into the shape that can be processed
The framework of steel reinforcement of gool, the both ends distribution unit component on framework of steel reinforcement is closeer, and intermediate distribution unit member is sparse and uniform；
（4）Field fabrication pours required concrete；Concrete is poured among mold bottom, uniformly divided to both ends, then
Vibrated, vibrated 1~3 minute using direct insertion vibrator, discharged the bubble in concrete, combine concrete compaction, then to mould
Have notch upper surface and carry out troweling；Closed die cover plate；
（5）Water channel prefabricated component after casting concrete conserves at the scene, and temperature is more than 500h DEG C during maintenance。It is removable side afterwards
Mould, temperature is more than 1500h DEG C when watering conserves。Removable internal model afterwards, tear prefabricated component after internal model open and concentrate and stack, Wen Da during maintenance
2000h·℃。Can dispatch from the factory use during the above.
After cast in situs terminates, so that it may pair when be included in curing time, pour end be 12 noon, i.e., opened from 12 noon
Beginning timing；Period takes 12 noon, and to 21 points at night, totally 9 hours, outdoor temperature is 28 DEG C, when temperature for 9 × 28=
252h·℃；21 points to 9 points of morning next day at night, and totally 12 hours, outdoor temperature was 26 DEG C, when temperature be 12 × 26=312h
℃；The numerical value of two periods is added, and as 252+312=584h DEG C is more than 500h DEG C, can remove mould die cap plate,
Side wall mould, end cap mould.
Watering maintenance, from 9 points of morning to 21 points at night, outdoor temperature is 28 DEG C, when temperature be 12 × 28=336h DEG C；
21 points to 9 points of morning at night, and outdoor temperature is 26 DEG C, when temperature be 12 × 26=312h DEG C；9 points to 21 points of morning, outdoor temp
Spend for 29 DEG C, when temperature be 12 × 29=348h DEG C；21 points to 9 points of morning at night, and outdoor temperature is 27 DEG C, when temperature be 12
×27=324h·℃；9 points to 21 points of morning, outdoor temperature be 29 DEG C, when temperature be 12 × 29=348h DEG C；By the stage
Numerical value adds up, and as 336+312+348+324+348=1668 are more than 1500h DEG C, you can removes die cavity, prefabricated component is hung
Die cavity, carry out stacking maintenance.
Continue to conserve, the value accumulated value of temperature reaches 2000h DEG C when will be all, from 21 points at night to 9 points of morning, room
Outer temperature be 28 DEG C, when temperature be 12 × 28=336h DEG C；In 9 points to 21 points at night of morning, outdoor temperature is 30 DEG C, Shi Wen
For 12 × 30=360h DEG C；21 points to 9 points of morning at night, and outdoor temperature is 28 DEG C, when temperature be 12 × 28=336h DEG C；It is early
Upper 9 points at night 21 points, outdoor temperature be 30 DEG C, when temperature be 12 × 30=360h DEG C；21 points to 9 points of morning at night, outdoor
Temperature be 28 DEG C, when temperature be 12 × 28=336h DEG C；In 9 points to 21 points at night of morning, outdoor temperature is 30 DEG C, Shi Wenwei
12×30=360h·℃；The numerical value in the stage is added up, as 336+360+336+360+336+360=2088 reach
2000h·℃。More than, illustrate the standard for having met maintenance, can dispatch from the factory use.
Mould needed for the above method includes drive end bearing bracket 1, upper cover plate 2, die cavity 3, rear end cap 4, sidewall paneling 5 and reinforcing bar
Frame；Described drive end bearing bracket 1, rear end cap 4 correspond to the front and rear end for being installed on die cavity 3 respectively, and are fixed using bolt 7；Die cavity 3
On be cased with framework of steel reinforcement, the both sides of die cavity 3 are installed with symmetrical two pieces of sidewall panelings 5 by bolt 7；5 inclined angle of sidewall paneling
Degree corresponds to the angle of inclination of the side wall of die cavity 3, and is fixed on by bolt 7 on die cavity 3, in being additionally provided with described sidewall paneling 5
Empty isosceles trapezoid platform 14, the upper cover plate 2 are placed on die cavity 3.
Described die cavity 3 is provided with two pieces of symmetrical side walls, and the angle of described side wall and vertical plane is 5 °~8 °；Described
Lifting hole(eyelet) 6 is additionally provided with side wall.
The framework of steel reinforcement includes second layer distributing bar 10, first layer distributing bar 11, reinforcement distributing bar 12 and indulged
To reinforcing bar 13, the second layer distributing bar 10, first layer distributing bar 11 and reinforcement distributing bar 12 connect and compose unit structure
Second layer distributing bar 10 is sandwiched in centre by part, first layer distributing bar 11 with reinforcement distributing bar 12, several unit members
Framework of steel reinforcement is connected into by longitudinal reinforcement 13.
Described concrete includes the raw material of following parts by weight：70 parts of coarse-fine aggregate, 20 parts of 525 portland cement, powder
10 parts of coal ash, 10 parts of Iron-ore Slag micro mist, 3 parts of high efficiency water reducing agent, described high efficiency water reducing agent are that alcohol effluent dry powder adds sulfoacid calcium
The weight ratio of water reducer is 1:1.
Described coarse-fine aggregate is river sand and the mixture of limestone or granite particle, river sand and limestone or granite
The weight ratio of particle is 1:1~1.5；The modulus of fineness of the river sand is 2.2~3.0, limestone or granite the particle footpath
For 5~30mm.
It by sulfite liquor is raw material that described sulfoacid calcium water reducer preparation method, which is, adds sodium hydroxide regulation
PH value is passed through after air reacts 12h at 80 DEG C to 10 and adds potassium sulfate, 50min is reacted at 80 DEG C, filter, after drying i.e.
Obtain sulfoacid calcium water reducer.
Embodiment 3:
Referring to shown in Fig. 1 to 10, a kind of water channel gool side leads to the production method of prefabricated component, and described method comprises the following steps：
（1）Make and be inverted and put with the mould needed for water channel prefabricated component same shape, mould, mold bottom upward, pours from bottom
Build concrete；
（2）On die inside on even application mould oil or pad on plastic sheeting；
（3）The framework of steel reinforcement made is inserted in and poured in mould, and adjusts the protective layer of concrete, described framework of steel reinforcement
Trough rim by inside and outside stressing conditions configuration principal rod, bottom land is by upper and lower stressing conditions configuration principal rod, by the reinforcing bar of configuration point
Then solution is welded into unit member, several unit members is welded to connect with longitudinal reinforcement to be formed into the shape that can be processed
The framework of steel reinforcement of gool, the both ends distribution unit component on framework of steel reinforcement is closeer, and intermediate distribution unit member is sparse and uniform；
（4）Field fabrication pours required concrete；Concrete is poured among mold bottom, uniformly divided to both ends, then
Vibrated, vibrated 1~3 minute using direct insertion vibrator, discharged the bubble in concrete, combine concrete compaction, then to mould
Have notch upper surface and carry out troweling；Closed die cover plate；
（5）Water channel prefabricated component after casting concrete conserves at the scene, and temperature is more than 500h DEG C during maintenance。It is removable side afterwards
Mould, temperature is more than 1500h DEG C when watering conserves。Removable internal model afterwards, tear prefabricated component after internal model open and concentrate and stack, Wen Da during maintenance
2000h·℃。Can dispatch from the factory use during the above.
After cast in situs terminates, so that it may pair when be included in curing time, pour end be at 11 points at noon, i.e., opened for 11 points from noon
Beginning timing；Period takes at 11 points at noon, and to 21 points at night, totally 10 hours, outdoor temperature are 30 DEG C, when temperature for 10 × 30=
300h·℃；21 points to 9 points of morning next day at night, totally 12 hours, when temperature be 12 × 28=336h DEG C；Two periods
Numerical value is added, and as 300+336=636h DEG C is more than 500h DEG C, can remove the die cap plate, side wall mould, end cap mould of mould.
Watering maintenance, from 10 points of morning to 21 points at night, outdoor temperature is 30 DEG C, when temperature be 11 × 30=330h DEG C；
21 points to 9 points of morning at night, and outdoor temperature is 28 DEG C, when temperature be 12 × 28=336h DEG C；9 points to 21 points of morning, outdoor temp
Spend for 32 DEG C, when temperature be 12 × 32=384h DEG C；21 points to 9 points of morning at night, and outdoor temperature is 30 DEG C, when temperature be 12
×30=360h·℃；9 points to 14 points of morning, outdoor temperature be 31 DEG C, when temperature be 5 × 31=155h DEG C；By the stage
Numerical value adds up, and as 330+336+384+360+155=1565 are more than 1500h DEG C, you can removes die cavity, prefabricated component is hung
Die cavity, carry out stacking maintenance.
Continuing to conserve, the value accumulated value of temperature reaches 2000h DEG C when will be all, from 14 points to 21 points at night of afternoon,
Outdoor temperature be 31 DEG C, when temperature be 7 × 31=217h DEG C；21 points to 9 points of morning at night, and outdoor temperature is 29 DEG C, Shi Wen
For 12 × 29=348h DEG C；9 points to 21 points of morning, outdoor temperature be 32 DEG C, when temperature be 12 × 32=384h DEG C；At night 21
For point to 9 points of morning, outdoor temperature is 30 DEG C, when temperature be 12 × 30=360h DEG C；9 points to 21 points of morning, outdoor temperature 33
DEG C, when temperature be 12 × 33=396h DEG C；21 points to 9 points of morning at night, and outdoor temperature is 30 DEG C, when temperature for 12 × 30=
360h·℃；The numerical value in the stage is added up, as 217+348+384+360+396+360=2065 reach 2000h DEG C。With
On, illustrate the standard for having met maintenance, can dispatch from the factory use.
Mould needed for the above method includes drive end bearing bracket 1, upper cover plate 2, die cavity 3, rear end cap 4, sidewall paneling 5 and reinforcing bar
Frame；Described drive end bearing bracket 1, rear end cap 4 correspond to the front and rear end for being installed on die cavity 3 respectively, and are fixed using bolt 7；Die cavity 3
On be cased with framework of steel reinforcement, the both sides of die cavity 3 are installed with symmetrical two pieces of sidewall panelings 5 by bolt 7；5 inclined angle of sidewall paneling
Degree corresponds to the angle of inclination of the side wall of die cavity 3, and is fixed on by bolt 7 on die cavity 3, in being additionally provided with described sidewall paneling 5
Empty isosceles trapezoid platform 14, the upper cover plate 2 are placed on die cavity 3.
Described die cavity 3 is provided with two pieces of symmetrical side walls, and the angle of described side wall and vertical plane is 6 °；Described side wall
On be additionally provided with lifting hole(eyelet) 6.
The framework of steel reinforcement includes second layer distributing bar 10, first layer distributing bar 11, reinforcement distributing bar 12 and indulged
To reinforcing bar 13, the second layer distributing bar 10, first layer distributing bar 11 and reinforcement distributing bar 12 connect and compose unit structure
Second layer distributing bar 10 is sandwiched in centre by part, first layer distributing bar 11 with reinforcement distributing bar 12, several unit members
Framework of steel reinforcement is connected into by longitudinal reinforcement 13.
Described concrete includes the raw material of following parts by weight：65 parts of coarse-fine aggregate, 15 parts of 525 portland cement, powder
7 parts of coal ash, 8 parts of Iron-ore Slag micro mist, 2 parts of high efficiency water reducing agent, described high efficiency water reducing agent are that alcohol effluent dry powder adds sulfoacid calcium to subtract
The weight ratio of aqua is 1:1.
Described coarse-fine aggregate is river sand and the mixture of limestone or granite particle, river sand and limestone or granite
The weight ratio of particle is 1:1~1.5；The modulus of fineness of the river sand is 2.2~3.0, limestone or granite the particle footpath
For 5~30mm.
It by sulfite liquor is raw material that described sulfoacid calcium water reducer preparation method, which is, adds sodium hydroxide regulation
PH value is passed through after air reacts 11h at 75 DEG C to 9 and adds potassium sulfate, 45min is reacted at 75 DEG C, filter, after drying i.e.
Obtain sulfoacid calcium water reducer.
The present invention takes construction method to comprise the following steps：
（1）Clear base unwrapping wire：The width that the Breadth Maximum taken more than prefabricated component is 20~30cm is as clear baseline, using pulverized limestone mark
Know line；
（2）Excavated using excavator or manually in the region of pulverized limestone identification scribe, the rational stacking earthwork, and it is manually levelling
Bottom, it is determined that the sideline of installation and Bottom Altitude.
（3）The prefabricated component of job site will be transported to, be lifted with excavator, the prefabricated component sling is put into foundation trench, it is right
Quasi- sideline and Bottom Altitude is leveled up, then, remove suspension hook；
（4）After installation terminates, the site error of prefabricated component has been installed in amendment, reaches design requirement, and reinforcing prevents from deforming；
（5）With the U-shaped docking groove of cement fine sand slurry filling prefabricated component joint, the weight ratio of cement and fine sand is 1:4~5, sand
Slurry with hold it is agglomerating preferably；
（6）After mortar joint condenses, the space on backfill prefabricated component both sides, compacting, remaining earth material etc. is transported out of.
Claims (10)
1. a kind of water channel gool side leads to the production method of prefabricated component, it is characterised in that：Described method comprises the following steps：
（1）Make and be inverted and put with the mould needed for water channel prefabricated component same shape, mould, mold bottom upward, pours from bottom
Build concrete；
（2）On die inside on even application mould oil or pad on plastic sheeting；
（3）The framework of steel reinforcement made is inserted in and poured in mould, and adjusts the protective layer of concrete, described framework of steel reinforcement
Trough rim by inside and outside stressing conditions configuration principal rod, bottom land is by upper and lower stressing conditions configuration principal rod, by the reinforcing bar of configuration point
Then solution is welded into unit member, several unit members is welded to connect with longitudinal reinforcement to be formed into the shape that can be processed
The framework of steel reinforcement of gool, the both ends distribution unit component on framework of steel reinforcement is closeer, and intermediate distribution unit member is sparse and uniform；
（4）Field fabrication pours required concrete；Concrete is poured among mold bottom, uniformly divided to both ends, then
Vibrated, vibrated 1~3 minute using direct insertion vibrator, discharged the bubble in concrete, combine concrete compaction, then to mould
Have notch upper surface and carry out troweling；Closed die cover plate；
（5）Water channel prefabricated component after casting concrete conserves at the scene, removable side mould after temperature is more than 500h DEG C during maintenance,
Removable internal model after temperature is more than 1500h DEG C during watering maintenance, tear prefabricated component after internal model open and concentrate stacking, Wen Da during maintenance
Can dispatch from the factory use at more than 2000h DEG C.
The production method of prefabricated component 2. water channel according to claim 1 is passed by one's way, it is characterised in that：When described when temperature is
Between × outdoor temperature, the chronomere is hour, and time numerical value takes >=16 positive integer, and the outdoor temperature unit is Celsius
Degree, outdoor temperature >=20 DEG C.
3. water channel gool side according to claim 1 leads to the production method of prefabricated component, it is characterised in that：Described mould bag
Include drive end bearing bracket（1）, upper cover plate（2）, die cavity（3）, rear end cap（4）, sidewall paneling（5）And framework of steel reinforcement；Described drive end bearing bracket（1）、
Rear end cap（4）Correspond to respectively and be installed on die cavity（3）Front and rear end, and use bolt（7）It is fixed；Die cavity（3）On be cased with reinforcing bar
Skeleton, die cavity（3）Both sides pass through bolt（7）It is installed with symmetrical two pieces of sidewall panelings（5）；Sidewall paneling（5）Inclined angle
Corresponding to die cavity（3）The angle of inclination of side wall, and pass through bolt（7）It is fixed on die cavity（3）On, described sidewall paneling（5）It is upper to go back
Provided with hollow isosceles trapezoid platform（14）；The upper cover plate（2）It is placed on die cavity（3）On；
The framework of steel reinforcement includes second layer distributing bar（10）, first layer distributing bar（11）, reinforcement distributing bar（12）With
Longitudinal reinforcement（13）, the second layer distributing bar（10）, first layer distributing bar（11）With reinforcement distributing bar（12）Connection
Component units component, first layer distributing bar（11）With reinforcement distributing bar（12）By second layer distributing bar（10）In being sandwiched in
Between, several unit members pass through longitudinal reinforcement（13）Connect into framework of steel reinforcement.
4. water channel gool side according to claim 3 leads to the production method of prefabricated component, it is characterised in that：Described die cavity
（3）Weld or be stamped to form, die cavity using steel plate bending（3）Internal and edge is supported using angle steel or channel-section steel.
5. water channel gool side according to claim 3 leads to the production method of prefabricated component, it is characterised in that：Described die cavity
（3）Top is provided with two symmetrical chamferings so that water channel gool side leads to prefabricated component groove madial wall and forms chamfering with bottom, is easy to clear
Except mud.
6. water channel gool side according to claim 3 leads to the production method of prefabricated component, it is characterised in that：Described drive end bearing bracket
（1）, rear end cap（4）It is provided with boss（15）, described boss（15）For docking groove（8）Model, through being cast on prefabricated component
Form docking groove（8）.
7. water channel gool side according to claim 3 leads to the production method of prefabricated component, it is characterised in that：Described die cavity
（3）Provided with two pieces of symmetrical side walls, the angle of described side wall and vertical plane is 5 °~8 °；Lifting hole(eyelet) is additionally provided with described side wall
（6）.
8. water channel gool side according to claim 1 leads to the production method of prefabricated component, it is characterised in that：Described concrete
Include the raw material of following parts by weight：60~70 parts of coarse-fine aggregate, 10~20 parts of 425~525 portland cement, flyash 5~
10 parts, 5~10 parts of Iron-ore Slag micro mist, 1~3 part of high efficiency water reducing agent, described high efficiency water reducing agent be alcohol effluent dry powder add sulfonic acid
The weight ratio of calcium water reducer is 1:1.
9. water channel gool side according to claim 8 leads to the production method of prefabricated component, it is characterised in that：Described is described
Coarse-fine aggregate is river sand and the mixture of limestone or granite particle, and river sand and the weight of limestone or granite particle ratio are
1:1~1.5；The modulus of fineness of the river sand is 2.2~3.0, and limestone or granite the particle footpath is 5~30mm.
10. water channel gool side according to claim 8 leads to the production method of prefabricated component, it is characterised in that：Described sulfonic acid
It by sulfite liquor is raw material that calcium water reducer preparation method, which is, adds sodium hydroxide and adjusts pH value to 8~10, is passed through sky
Gas adds potassium sulfate after reacting 10~12h at 70~80 DEG C, and 40~50min, filtering, after drying are reacted at 70~80 DEG C
Produce sulfoacid calcium water reducer.
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112726519A (en) * | 2021-01-23 | 2021-04-30 | 李辉 | A integral type template for concrete placement for hydraulic engineering |
| CN115229944A (en) * | 2022-06-21 | 2022-10-25 | 甘肃交设智远实业有限公司 | UHPC groove split mounting type die |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| EA200101065A1 (en) * | 2001-08-07 | 2002-06-27 | Александр Юрьевич Баскаков | FORM FOR CASTING OF FIGURED PRODUCTS FROM A CONCRETE MIXTURE AND A METHOD OF MANUFACTURING ELEMENTS OF A DRAINAGE SYSTEM WITH ITS USE |
| CN1802335A (en) * | 2003-01-15 | 2006-07-12 | 联邦科学和工业研究组织 | Cement products |
| CN204959692U (en) * | 2015-09-17 | 2016-01-13 | 邓增华 | Novel prefabricated ditch |
| CN105818266A (en) * | 2015-01-09 | 2016-08-03 | 四川华西绿舍建材有限公司 | Channel plate mold and method for manufacturing channel plate by means of channel plate mold |
| CN106007593A (en) * | 2016-05-25 | 2016-10-12 | 象州县科学技术局 | Method for producing concrete channel prefabricated part from mineral slag |
-
2017
- 2017-08-22 CN CN201710726693.6A patent/CN107471404A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| EA200101065A1 (en) * | 2001-08-07 | 2002-06-27 | Александр Юрьевич Баскаков | FORM FOR CASTING OF FIGURED PRODUCTS FROM A CONCRETE MIXTURE AND A METHOD OF MANUFACTURING ELEMENTS OF A DRAINAGE SYSTEM WITH ITS USE |
| CN1802335A (en) * | 2003-01-15 | 2006-07-12 | 联邦科学和工业研究组织 | Cement products |
| CN105818266A (en) * | 2015-01-09 | 2016-08-03 | 四川华西绿舍建材有限公司 | Channel plate mold and method for manufacturing channel plate by means of channel plate mold |
| CN204959692U (en) * | 2015-09-17 | 2016-01-13 | 邓增华 | Novel prefabricated ditch |
| CN106007593A (en) * | 2016-05-25 | 2016-10-12 | 象州县科学技术局 | Method for producing concrete channel prefabricated part from mineral slag |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112726519A (en) * | 2021-01-23 | 2021-04-30 | 李辉 | A integral type template for concrete placement for hydraulic engineering |
| CN115229944A (en) * | 2022-06-21 | 2022-10-25 | 甘肃交设智远实业有限公司 | UHPC groove split mounting type die |
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Application publication date: 20171215 |