CN107721278A - A kind of preparation method of concrete prefabricated board - Google Patents

A kind of preparation method of concrete prefabricated board Download PDF

Info

Publication number
CN107721278A
CN107721278A CN201711115811.6A CN201711115811A CN107721278A CN 107721278 A CN107721278 A CN 107721278A CN 201711115811 A CN201711115811 A CN 201711115811A CN 107721278 A CN107721278 A CN 107721278A
Authority
CN
China
Prior art keywords
concrete
prefabricated board
preparation
parts
concrete prefabricated
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
CN201711115811.6A
Other languages
Chinese (zh)
Inventor
赵莉
魏乃信
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
You If Hangzhou Science And Technology Co Ltd
Original Assignee
You If Hangzhou Science And Technology Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by You If Hangzhou Science And Technology Co Ltd filed Critical You If Hangzhou Science And Technology Co Ltd
Priority to CN201711115811.6A priority Critical patent/CN107721278A/en
Publication of CN107721278A publication Critical patent/CN107721278A/en
Pending legal-status Critical Current

Links

Classifications

    • CCHEMISTRY; METALLURGY
    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04BLIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B28/00Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B28WORKING CEMENT, CLAY, OR STONE
    • B28BSHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
    • B28B1/00Producing shaped prefabricated articles from the material
    • B28B1/04Producing shaped prefabricated articles from the material by tamping or ramming
    • B28B1/045Producing shaped prefabricated articles from the material by tamping or ramming combined with vibrating or jolting
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B28WORKING CEMENT, CLAY, OR STONE
    • B28BSHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
    • B28B1/00Producing shaped prefabricated articles from the material
    • B28B1/08Producing shaped prefabricated articles from the material by vibrating or jolting
    • B28B1/093Producing 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
    • CCHEMISTRY; METALLURGY
    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04BLIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B2111/00Mortars, concrete or artificial stone or mixtures to prepare them, characterised by specific function, property or use
    • C04B2111/20Resistance against chemical, physical or biological attack
    • CCHEMISTRY; METALLURGY
    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04BLIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B2111/00Mortars, concrete or artificial stone or mixtures to prepare them, characterised by specific function, property or use
    • C04B2111/20Resistance against chemical, physical or biological attack
    • C04B2111/27Water resistance, i.e. waterproof or water-repellent materials
    • CCHEMISTRY; METALLURGY
    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04BLIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B2111/00Mortars, concrete or artificial stone or mixtures to prepare them, characterised by specific function, property or use
    • C04B2111/34Non-shrinking or non-cracking materials
    • C04B2111/343Crack resistant materials

Abstract

The invention discloses a kind of preparation method of concrete prefabricated board of technical field of building construction, the preparation method of the concrete prefabricated board comprises the following steps:S1:Raw material mixes;S2:Pour mould:Releasing agent is coated on the surface of mould, then pours into the concrete in step S1 in mould, it is using vibrating device that concrete vibrating is closely knit, it is then manually using trowel that the surface of concrete is floating, concrete surface is finally subjected to press polish;S3:Maintenance;S4:The demoulding:6 8h demouldings discharging after steam curing, a kind of preparation method for concrete prefabricated board that the invention proposes, substantially increase the tensile strength and bending strength of concrete prefabricated board, the globality and anti-seismic performance of structure can be effectively improved, the cracking of concrete prefabricated board can be prevented, the corrosion resistance and anti-permeability performance of concrete prefabricated board are improved, the invented technology is simple, and cost is cheap.

Description

A kind of preparation method of concrete prefabricated board
Technical field
The present invention relates to technical field of building construction, specially a kind of preparation method of concrete prefabricated board.
Background technology
Prefabricated board is exactly the floor among early stage building.It is exactly the module or plate to be used of engineering.Because it is in work Directly transport to job site after factory's machine-shaping to be installed, so being prefabricated board.It is first empty with planking nail system when making prefabricated board Heart model, after reinforcing bar, fill hollow parts with cement in the hollow part distribution of model, wait it is dry after knock-off plank, it is remaining just It is prefabricated board.Prefabricated board is many in architectural use, such as the cement plate covered on the ditch beside highway;Done on roof every The cement plate of thermosphere is all prefabricated board.The shortcomings that existing concrete prefabricated board bending strength is relatively low and fragility is high, causes coagulation It is native to be also easy to produce crack in use or even be broken, so as to have a strong impact on the general safety of building and service life, and preparation method Complexity, cost is too high, therefore, a kind of it is proposed that preparation method of concrete prefabricated board.
The content of the invention
It is an object of the invention to provide a kind of preparation method of concrete prefabricated board, to solve to carry in above-mentioned background technology The existing concrete prefabricated board bending strength that goes out is relatively low and the shortcomings that fragility is high, causes concrete to be also easy to produce crack in use Even it is broken, so as to have a strong impact on the general safety of building and service life, and the problem of preparation method is complicated, and cost is too high.
To achieve the above object, the present invention provides following technical scheme:A kind of preparation method of concrete prefabricated board, this is mixed The preparation method for coagulating native prefabricated board comprises the following steps:
S1:Raw material mixes:By cement 50-60 parts, fine sand 100-110 parts, stone 180-220 parts, flyash 4-10 parts, subtract Aqua 8-10 parts, flexible hybrid fiber 14-16 parts, antifreezing agent 2-5 parts, corrosion inhibitor 1-3 parts, fire-proof packing 10-15 parts and water fall Enter in mixer and be stirred, after stirring, obtain precast concrete;
S2:Pour mould:Releasing agent is coated on the surface of mould, then pours into the concrete in step S1 in mould, It is using vibrating device that concrete vibrating is closely knit, it is then manually using trowel that the surface of concrete is floating, finally by concrete Surface carries out press polish;
S3:Maintenance:Secondary pressure is carried out before concrete final set to smear, and steam is then carried out to concrete using high-temperature steam method Maintenance;
S4:The demoulding:6-8h demouldings discharging after steam curing.
Preferably, the dosage of the step S1 reclaimed waters is 0.5-0.6 times of solid mixture.
Preferably, the fineness modulus 1.55-1.60 of the fine sand, performance density 2.65-2.68, density 1.48- 1.58 gram/cc.
Preferably, the stone is limestone, and a diameter of 0.8-1.5 centimetres of limestone, performance density 2.6- 2.8, density is 1.4-1.5 grams/cc.
Preferably, the water reducer is poly-hydroxy acid salt based water reducer.
Preferably, the flexible hybrid fiber is that mesh polypropylene-fibre and vinal mix.
Preferably, the fire-proof packing is the mixture of crushed crude pearlite and magnesia.
Preferably, the stir speed (S.S.) in the step S1 is 30-45 revs/min, and mixing time is 8-12 minutes, stirring temperature Spend for 10-15 minutes.
Preferably, the steam curing time in the step S3 is 60-80 degrees Celsius, and curing time is 12-16 hours.
Preferably, in the step S3, when not possessing steam curing condition, it is stripped in concrete setting, Ran Hou Concrete surface covers layer of plastic film, is watered once in 2-4 hours on daytime, hour at night 4-6 waters once, curing time For 7-10 days.
Compared with prior art, the beneficial effects of the invention are as follows:A kind of preparation for concrete prefabricated board that the invention proposes Method, the tensile strength and bending strength of concrete prefabricated board are substantially increased, the globality of structure can be effectively improved and resisted Shock stability, the cracking of concrete prefabricated board can be prevented, improve the corrosion resistance and anti-permeability performance of concrete prefabricated board, The invented technology is simple, and cost is cheap.
Brief description of the drawings
Fig. 1 is preparation method flow chart of the present invention.
Embodiment
Below in conjunction with the accompanying drawing in the embodiment of the present invention, the technical scheme in the embodiment of the present invention is carried out clear, complete Site preparation describes, it is clear that described embodiment is only part of the embodiment of the present invention, rather than whole embodiments.It is based on Embodiment in the present invention, those of ordinary skill in the art are obtained every other under the premise of creative work is not made Embodiment, belong to the scope of protection of the invention.
Referring to Fig. 1, the present invention provides a kind of preparation method of concrete prefabricated board:
Embodiment 1
The preparation method of concrete prefabricated board comprises the following steps:
S1:Raw material mixes:By 58 parts of cement, 100 parts of fine sand, 190 parts of stone, 8 parts of flyash, 9 parts of water reducer, mix it is soft Property 16 parts of fiber, 3 parts of antifreezing agent, 3 parts of corrosion inhibitor, 10 parts of fire-proof packing and water are poured into mixer and are stirred, and are stirred Afterwards, precast concrete is obtained, stir speed (S.S.) is 45 revs/min, and mixing time is 12 minutes, and whipping temp is 15 minutes, wherein, The dosage of water is 0.6 times of solid mixture, the fineness modulus 1.60 of fine sand, and performance density is -2.68, density is 1.58 grams/ Cubic centimetre, stone is limestone, and a diameter of 1.5 centimetres of limestone, performance density 2.8, density are 1.5 grams/cube Centimetre, water reducer is poly-hydroxy acid salt based water reducer, and flexible hybrid fiber is that mesh polypropylene-fibre and vinal mix Form, fire-proof packing is the mixture of crushed crude pearlite and magnesia;
S2:Pour mould:Releasing agent is coated on the surface of mould, then pours into the concrete in step S1 in mould, It is using vibrating device that concrete vibrating is closely knit, it is then manually using trowel that the surface of concrete is floating, finally by concrete Surface carries out press polish;
S3:Maintenance:Secondary pressure is carried out before concrete final set to smear, and steam is then carried out to concrete using high-temperature steam method Maintenance, steam curing time are 80 degrees Celsius, and curing time is 16 hours, when not possessing steam curing condition, in concrete It is stripped during solidification, then covers layer of plastic film in concrete surface, in watering on 4 hours daytimes once, the watering of 6 hours nights Once, curing time is 10 days;
S4:The demoulding:8h demouldings discharging after steam curing.
Embodiment 2
The preparation method of concrete prefabricated board comprises the following steps:
S1:Raw material mixes:By 52 parts of cement, 102 parts of fine sand, 190 parts of stone, 5 parts of flyash, 10 parts of water reducer, mix 14 parts of flexible fiber, 5 parts of antifreezing agent, 3 parts of corrosion inhibitor, 10 parts of fire-proof packing and water are poured into mixer and are stirred, and stirring is equal After even, precast concrete is obtained, stir speed (S.S.) is 30 revs/min, and mixing time is 8 minutes, and whipping temp is 10 minutes, its In, the dosage of water is 0.5 times of solid mixture, the fineness modulus 1.55 of fine sand, performance density 2.65, density 1.48 Gram/cc, stone is limestone, and a diameter of 0.8 centimetre of limestone, performance density 2.6, density is 1.4 grams/it is vertical Square centimetre, water reducer is poly-hydroxy acid salt based water reducer, and flexible hybrid fiber is that mesh polypropylene-fibre and vinal mix Conjunction forms, and fire-proof packing is the mixture of crushed crude pearlite and magnesia;
S2:Pour mould:Releasing agent is coated on the surface of mould, then pours into the concrete in step S1 in mould, It is using vibrating device that concrete vibrating is closely knit, it is then manually using trowel that the surface of concrete is floating, finally by concrete Surface carries out press polish;
S3:Maintenance:Secondary pressure is carried out before concrete final set to smear, and steam is then carried out to concrete using high-temperature steam method Maintenance, steam curing time are 60 degrees Celsius, and curing time is 12 hours, when not possessing steam curing condition, in concrete It is stripped during solidification, then covers layer of plastic film in concrete surface, in watering on 2 hours daytimes once, the watering of 4 hours nights Once, curing time is 7 days;
S4:The demoulding:6-8h demouldings discharging after steam curing.
Embodiment 3
The preparation method of concrete prefabricated board comprises the following steps:
S1:Raw material mixes:By 55 parts of cement, 105 parts of fine sand, 200 parts of stone, 7 parts of flyash, 9 parts of water reducer, mix it is soft Property 15 parts of fiber, 2 parts of antifreezing agent, 2 parts of corrosion inhibitor, 12 parts of fire-proof packing and water are poured into mixer and are stirred, and are stirred Afterwards, precast concrete is obtained, stir speed (S.S.) is 37 revs/min, and mixing time is 10 minutes, and whipping temp is 13 minutes, wherein, The dosage of water is 0.55 times of solid mixture, the fineness modulus 1.57 of fine sand, performance density 2.67, density is 1.53 grams/ Cubic centimetre, stone is limestone, and a diameter of 1.2 centimetres of limestone, performance density 2.7, density are 1.45 grams/cube Centimetre, water reducer is poly-hydroxy acid salt based water reducer, and flexible hybrid fiber is that mesh polypropylene-fibre and vinal mix Form, fire-proof packing is the mixture of crushed crude pearlite and magnesia;
S2:Pour mould:Releasing agent is coated on the surface of mould, then pours into the concrete in step S1 in mould, It is using vibrating device that concrete vibrating is closely knit, it is then manually using trowel that the surface of concrete is floating, finally by concrete Surface carries out press polish;
S3:Maintenance:Secondary pressure is carried out before concrete final set to smear, and steam is then carried out to concrete using high-temperature steam method Maintenance, steam curing time are 70 degrees Celsius, and curing time is 14 hours, when not possessing steam curing condition, in concrete It is stripped during solidification, then covers layer of plastic film in concrete surface, in watering on 3 hours daytimes once, the watering of 5 hours nights Once, curing time is 9 days;
S4:The demoulding:7h demouldings discharging after steam curing.
Although an embodiment of the present invention has been shown and described, for the ordinary skill in the art, can be with A variety of changes, modification can be carried out to these embodiments, replace without departing from the principles and spirit of the present invention by understanding And modification, the scope of the present invention is defined by the appended.

Claims (10)

  1. A kind of 1. preparation method of concrete prefabricated board, it is characterised in that:The preparation method of the concrete prefabricated board includes as follows Step:
    S1:Raw material mixes:By cement 50-60 parts, fine sand 100-110 parts, stone 180-220 parts, flyash 4-10 parts, water reducer 8-10 parts, flexible hybrid fiber 14-16 parts, antifreezing agent 2-5 parts, corrosion inhibitor 1-3 parts, fire-proof packing 10-15 parts and water are poured into and stirred Mix in machine and be stirred, after stirring, obtain precast concrete;
    S2:Pour mould:Releasing agent is coated on the surface of mould, then pours into the concrete in step S1 in mould, is used Vibrating device is closely knit by concrete vibrating, then manually using trowel that the surface of concrete is floating, finally by concrete surface Carry out press polish;
    S3:Maintenance:Carry out secondary pressure before concrete final set to smear, then carrying out steam to concrete using high-temperature steam method supports Shield;
    S4:The demoulding:6-8h demouldings discharging after steam curing.
  2. A kind of 2. preparation method of concrete prefabricated board according to claim 1, it is characterised in that:The step S1 reclaimed waters Dosage be 0.5-0.6 times of solid mixture.
  3. A kind of 3. preparation method of concrete prefabricated board according to claim 1, it is characterised in that:The fineness of the fine sand Modulus 1.55-1.60, performance density 2.65-2.68, density are 1.48-1.58 grams/cc.
  4. A kind of 4. preparation method of concrete prefabricated board according to claim 1, it is characterised in that:The stone is lime Rock, and a diameter of 0.8-1.5 centimetres of limestone, performance density 2.6-2.8, density are 1.4-1.5 grams/cc.
  5. A kind of 5. preparation method of concrete prefabricated board according to claim 1, it is characterised in that:The water reducer is poly- Hydroxy acid salt based water reducer.
  6. A kind of 6. preparation method of concrete prefabricated board according to claim 1, it is characterised in that:It is described to mix flexible fibre Tie up and mixed for mesh polypropylene-fibre and vinal.
  7. A kind of 7. preparation method of concrete prefabricated board according to claim 1, it is characterised in that:The fire-proof packing is The mixture of crushed crude pearlite and magnesia.
  8. A kind of 8. preparation method of concrete prefabricated board according to claim 1, it is characterised in that:In the step S1 Stir speed (S.S.) is 30-45 revs/min, and mixing time is 8-12 minutes, and whipping temp is 10-15 minutes.
  9. A kind of 9. preparation method of concrete prefabricated board according to claim 1, it is characterised in that:In the step S3 The steam curing time is 60-80 degrees Celsius, and curing time is 12-16 hours.
  10. A kind of 10. preparation method of concrete prefabricated board according to claim 1, it is characterised in that:In the step S3, When not possessing steam curing condition, it is stripped in concrete setting, then covers layer of plastic film in concrete surface, 2-4 hours on daytime water once, and hour at night 4-6 waters once, and curing time is 7-10 days.
CN201711115811.6A 2017-11-13 2017-11-13 A kind of preparation method of concrete prefabricated board Pending CN107721278A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201711115811.6A CN107721278A (en) 2017-11-13 2017-11-13 A kind of preparation method of concrete prefabricated board

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201711115811.6A CN107721278A (en) 2017-11-13 2017-11-13 A kind of preparation method of concrete prefabricated board

Publications (1)

Publication Number Publication Date
CN107721278A true CN107721278A (en) 2018-02-23

Family

ID=61215207

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201711115811.6A Pending CN107721278A (en) 2017-11-13 2017-11-13 A kind of preparation method of concrete prefabricated board

Country Status (1)

Country Link
CN (1) CN107721278A (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112025968A (en) * 2020-09-16 2020-12-04 郭冰晨 Processing method of high-compactness concrete precast slab capable of preventing surface cracking
CN113072392A (en) * 2021-03-30 2021-07-06 南通铁建建设构件有限公司 Remote intelligent high-strength anti-seepage shield segment maintenance method
CN113279500A (en) * 2021-05-31 2021-08-20 安徽华城兴建材科技有限公司 Prevent splitting open dismantlement formula fiber cement board interior wall

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2001270763A (en) * 2000-03-29 2001-10-02 Taiheiyo Cement Corp Pressure-receiving plate
CN106336158A (en) * 2016-08-02 2017-01-18 深圳海龙建筑科技有限公司 Geopolymer concrete prefabricated part and production method thereof
CN107056159A (en) * 2017-05-04 2017-08-18 沈阳城市建设学院 A kind of high tenacity concrete and its compound method with high workability

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2001270763A (en) * 2000-03-29 2001-10-02 Taiheiyo Cement Corp Pressure-receiving plate
CN106336158A (en) * 2016-08-02 2017-01-18 深圳海龙建筑科技有限公司 Geopolymer concrete prefabricated part and production method thereof
CN107056159A (en) * 2017-05-04 2017-08-18 沈阳城市建设学院 A kind of high tenacity concrete and its compound method with high workability

Non-Patent Citations (3)

* Cited by examiner, † Cited by third party
Title
武新杰: "《建筑施工技术》", 31 August 2016, 重庆大学出版社 *
王晓霞: "路堤边坡新型混凝土预制件骨架护坡施工方法", 《公路工程》 *
编委会: "《青岛市精品工程亮点做法图片集》", 30 April 2016, 中国海洋大学出版社 *

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112025968A (en) * 2020-09-16 2020-12-04 郭冰晨 Processing method of high-compactness concrete precast slab capable of preventing surface cracking
CN113072392A (en) * 2021-03-30 2021-07-06 南通铁建建设构件有限公司 Remote intelligent high-strength anti-seepage shield segment maintenance method
CN113279500A (en) * 2021-05-31 2021-08-20 安徽华城兴建材科技有限公司 Prevent splitting open dismantlement formula fiber cement board interior wall

Similar Documents

Publication Publication Date Title
CN104402339B (en) The constructional method of pervious concrete
CN108675699A (en) A kind of corrosion-resistant geopolymer filling concrete pile material and preparation method thereof and construction technology
CN101575850B (en) Construction and maintenance method for buliding rainwater-collecting engineering collector face using soil solidifying agent
CN101538137A (en) High strength silica powder concrete and construction technology
CN102776897B (en) Wash apron anti-settling anti-cracking construction method and structure
CN106517904B (en) A kind of cementing water-permeable brick of organo-mineral complexing and preparation method thereof
KR101692691B1 (en) A eco-friendly concrete retaining wall block composition and eco-friendly concrete retaining wall blocks manufactured by using the same
CN114180930A (en) High-water-pressure ultra-large-diameter underwater shield tunnel double-liquid grouting slurry, process and application
CN106192666A (en) A kind of permeable mortar and utilize the porous pavement that permeable mortar makes
CN107721278A (en) A kind of preparation method of concrete prefabricated board
CN101705655B (en) Depth crack pouring construction method of asphalt pavement longitudinal crack
CN108914734A (en) High tensile pervious concrete sandwich structure and preparation method
CN112694309A (en) Weather-resistant high-strength anti-cracking aerated brick and preparation method thereof
CN105803942B (en) Concrete roughening method
KR100405164B1 (en) Manufacturing Methods of Mutual joined Double Layer Type High Performance Porous Planting Block Utilizing Industry Wastes and Polymer
CN107540314B (en) Post-cast strip base surface treating agent and construction method thereof
CN103387370B (en) Fine sand type ice-rich soil grouting material
CN113735508A (en) Face plate rockfill dam toe board concrete and preparation method thereof
CN110452671B (en) Plugging agent for foundation pit row pile enclosure wall and using method thereof
KR101500978B1 (en) Eco Friendly Pressure Blocks, Cement Mortar Composition and Constructing Method thereof
CN208933767U (en) A kind of strong concrete material structure
CN109352884B (en) Forming process of glass fiber reinforced plastic reinforced polymer high-pressure pipeline
CN106365542A (en) Sulfate-resistant concrete and construction method thereof
CN111593627A (en) Permeable concrete brick pavement system based on solid waste material and paving method thereof
CN107434433A (en) A kind of production technology of the early strong steel fiber reinforced concrete of high-performance

Legal Events

Date Code Title Description
PB01 Publication
PB01 Publication
SE01 Entry into force of request for substantive examination
SE01 Entry into force of request for substantive examination
RJ01 Rejection of invention patent application after publication
RJ01 Rejection of invention patent application after publication

Application publication date: 20180223