CN107963848A - The concrete formulation and its method for prefabricating of a kind of prefabricated tubular pile - Google Patents
The concrete formulation and its method for prefabricating of a kind of prefabricated tubular pile Download PDFInfo
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- CN107963848A CN107963848A CN201711257200.5A CN201711257200A CN107963848A CN 107963848 A CN107963848 A CN 107963848A CN 201711257200 A CN201711257200 A CN 201711257200A CN 107963848 A CN107963848 A CN 107963848A
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-
- 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
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
- E02D5/22—Piles
- E02D5/24—Prefabricated piles
- E02D5/30—Prefabricated piles made of concrete or reinforced concrete or made of steel and concrete
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
- E02D5/22—Piles
- E02D5/58—Prestressed concrete piles
-
- 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
- C04B2111/00—Mortars, concrete or artificial stone or mixtures to prepare them, characterised by specific function, property or use
- C04B2111/56—Compositions suited for fabrication of pipes, e.g. by centrifugal casting, or for coating concrete pipes
-
- 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
- C04B2201/00—Mortars, concrete or artificial stone characterised by specific physical values
- C04B2201/50—Mortars, concrete or artificial stone characterised by specific physical values for the mechanical strength
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- Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Chemical & Material Sciences (AREA)
- Mining & Mineral Resources (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Life Sciences & Earth Sciences (AREA)
- Ceramic Engineering (AREA)
- Chemical Kinetics & Catalysis (AREA)
- Inorganic Chemistry (AREA)
- Materials Engineering (AREA)
- Organic Chemistry (AREA)
- Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)
- Piles And Underground Anchors (AREA)
Abstract
The invention discloses the concrete formulation and its method for prefabricating of a kind of prefabricated tubular pile, it is related to building material field, pass through the improvement in terms of the match ratio to raw material, improve cementitious material proportion, that is cement and the powder proportion in the feed of levigate sand mixing, a kind of concrete formulation of new prefabricated tubular pile is obtained, the concrete formulation of the prefabricated tubular pile includes the raw material of following parts by weight：26~33 parts of cement, 12~16 parts of levigate sand, 73~76 parts of sand, 130~142 parts of stone, 1.3~1.8 parts of water-reducing agent, 12.6~13.8 parts of water, the concrete tubular pile produced using the concrete formulation and method for prefabricating, under conditions of the concrete slump that ensure that prefabricated tubular pile meets requirements of the national standard, with good cohesiveness and water-retaining property, and the concrete strength produced using the formula can reach C90 grades.
Description
Technical field
The present invention relates to building material field, more particularly, it relates to a kind of concrete formulation of prefabricated tubular pile
And its method for prefabricating.
Background technology
Concrete is one of the present age most important civil engineering material.It is by cementitious material, granular aggregat, water, with
And the additive and admixture added if necessary is prepared by a certain percentage, through uniform stirring, closely knit shaping, maintenance hardening forms
A kind of artificial stone material.The characteristics of concrete has abundant raw material, cheap, simple production process, thus make its dosage more next
It is bigger.Concrete also has the features such as compression strength is high, and durability is good, and strength grade scope is wide at the same time.These features make it
It is quite varied with scope, not only used in various civil engineerings, be exactly shipbuilding industry, mechanical industry, the exploitation of ocean, ground thermal technology
Journey etc., concrete are also important material.
Pile pile is divided into post-tensioned prestressing stake and pretensioned-prestressed tube pile, prestressed concrete pipe pile (PC pile piles) and
Thin tubular piles produced by prestressed concrete (PTC pile piles) and high strength prestressed concrete pipe pile (PHC pile piles).Due to the property of concrete
It can determine the performance after the completion of pile pile manufacture, therefore, in the manufacture of prefabricated tubular pile, related raw material matches somebody with somebody in concrete
Than critically important.
Existing concrete is mostly using cement, sand, the manufacture of stone mixing water, when material fiting ratio is unreasonable, coagulation
Native surface is easily cracked, and tensile strength is not high, and corrosion resistance is poor, and impermeability is poor.
So we want right combination to consider the formula of concrete, not only to meet certain coefficient of pushing aside, but also to examine
Consider because increase sand coarse aggregate ratio and caused by concrete strength reduction.
The content of the invention
Problem to be solved by this invention be to provide one kind meet the national standard slump requirement in the case of, cohesiveness and
The concrete formulation and its method for prefabricating of a kind of good prefabricated tubular pile of water-retaining property.
To achieve the above object, the technical solution taken of the present invention is：A kind of concrete formulation of prefabricated tubular pile, this is prefabricated
The concrete formulation of pile pile includes the raw material of following percentage of weight：Cement：26~33 parts；Levigate sand：12~16 parts；Sand：73~
76 parts；Stone：130~142 parts；Water-reducing agent：13~18 parts；Water：12.6~13.8 parts.
A kind of method for prefabricating of concrete precast pipe pile, the method for prefabricating of the concrete precast pipe pile is using described mixed
The method for prefabricating of concrete precast pipe pile production is carried out after solidifying soil formula, the method for prefabricating of the concrete precast pipe pile is including mixed
The steam pressure technique of the solidifying soil casting method of prefabricated tubular pile, the steam curing processing method of pile pile and pile pile.
Preferably, the casting method of the concrete precast pipe pile, has the following steps in concreting：
Step 1：First the upper and lower half module of pipe pile die is cleaned out before die-filling, releasing agent should be brushed uniformly, stretch board, anchor
Solid plate should be cleaned out one by one, and coat machine oil in contact site；
Step 2：When concrete tubular pile pours feeding, for stake mould temperature no more than 45 DEG C, feeding requirement is uniform, preferably first spreads
Two-end part, Hou Pu middle parts, ensure that there are enough concrete at both ends.
Preferably, the steam curing processing of the pile pile will meet claimed below：Temperature in temperature rise period steam-cured pond
Change turns to, and 0~30min is uniformly heating to 56 ± 2 DEG C, and 30~60min is uniformly heating to 70 ± 2 DEG C, and 60~90min uniformly heats up
To 90 DEG C~95 DEG C, the temperature change in constant temperature stage steam-cured pond is that 90~300min constant temperature is maintained at 90 DEG C~95 DEG C,
Temperature-fall period, cooling of uncapping.
Preferably, the steam pressure technique of the pile pile will meet claimed below：Pressure change in pressure stage autoclave pressure
For 0~15min uniformly boosts to 0.15MPa, and 15~30min uniformly boosts to 0.30MPa, and 30~45min is uniformly boosted to
0.45MPa, 45~60min uniformly boost to 0.60MPa, and 60~75min uniformly boosts to 0.80MPa, and 75~90min uniformly rises
1.00MPa is depressed into, the pressure change in constant-voltage phase autoclave pressure is, 90~300min constant-pressure pressures keep 1.00 ±
0.05MPa, the pressure change in buck stage autoclave pressure be, 300~315min is uniformly depressurized to 0.90MPa, 315~
330min is uniformly depressurized to 0.80MPa, and 330~345min is uniformly depressurized to 0.70MPa, and 345~360 are uniformly depressurized to
0.6MPa, 360~375 are uniformly depressurized to 0.4MPa, and 375~390min is uniformly depressurized to 0.2MPa, and 390~405min uniformly drops
0.1MPa is depressed into, 405~420min is uniformly depressurized to 0MPa, and 420~450min keeps 0MPa, 450~480min to open kettle door
It is aeration-cooling.
The beneficial effects of the invention are as follows：By the improvement in terms of the match ratio to raw material, cementitious material proportion is improved,
That is cement and the powder proportion in the feed of levigate sand mixing, obtain a kind of concrete formulation of new prefabricated tubular pile,
The concrete produced using the formula, meets the condition of requirements of the national standard in the concrete slump that ensure that prefabricated tubular pile
Under, there is good cohesiveness and water-retaining property, the compatibility secondly by selection cement and high efficiency water reducing agent makes newly to mix coagulation
Soil reduces bleeding to the greatest extent, then carries out pouring for concrete tubular pile by the method for prefabricating of the concrete precast pipe pile after optimization
Build, steam curing processing method and steam pressure technique so that the concrete strength produced can reach C90 grades, ensure that
Security of the pile pile during for the use of intensity.
Embodiment
Embodiment 1：
A kind of concrete formulation of prefabricated tubular pile includes the raw material of following parts by weight：26 parts of cement, 16 parts it is levigate
Sand, 75.2 parts of sand, 139.6 parts of stones, 1.37 parts of water-reducing agents and 12.6 parts of water, the levigate sand are the levigate sand of powdery, and when use is first
Cement is uniformly mixed with levigate sand, the sand is common medium coarse sand, and the water-reducing agent uses naphthalene water reducer, and water-reducing agent contains
Admittedly measure 20%.
A kind of method for prefabricating of concrete precast pipe pile, the method for prefabricating of the concrete precast pipe pile is using described mixed
The method for prefabricating of concrete precast pipe pile production is carried out after solidifying soil formula, the method for prefabricating of the concrete precast pipe pile is including mixed
The steam pressure technique of the solidifying soil casting method of prefabricated tubular pile, the steam curing processing method of pile pile and pile pile.
The casting method of the concrete precast pipe pile, has the following steps in concreting：
Step 1：First the upper and lower half module of pipe pile die is cleaned out before die-filling, releasing agent should be brushed uniformly, stretch board, anchor
Solid plate should be cleaned out one by one, and coat machine oil in contact site；
Step 2：When concrete tubular pile pours feeding, for stake mould temperature no more than 45 DEG C, feeding requirement is uniform, preferably first spreads
Two-end part, Hou Pu middle parts, ensure that there are enough concrete at both ends.
The steam curing processing of the pile pile will meet claimed below：Temperature change in temperature rise period steam-cured pond is 0
~30min is uniformly heating to 56 ± 2 DEG C, and 30~60min is uniformly heating to 70 ± 2 DEG C, 60~90min be uniformly heating to 90 DEG C~
95 DEG C, the temperature change in constant temperature stage steam-cured pond is that 90~300min constant temperature is maintained at 90 DEG C~95 DEG C, in cooling rank
Section, cooling of uncapping.
The steam pressure technique of the pile pile will meet claimed below：Pressure change in pressure stage autoclave pressure is, 0~
15min uniformly boosts to 0.15MPa, and 15~30min uniformly boosts to 0.30MPa, and 30~45min uniformly boosts to 0.45MPa,
45~60min uniformly boosts to 0.60MPa, and 60~75min uniformly boosts to 0.80MPa, and 75~90min is uniformly boosted to
1.00MPa, the pressure change in constant-voltage phase autoclave pressure are that 90~300min constant-pressure pressures keep 1.00 ± 0.05MPa,
Pressure change in buck stage autoclave pressure is that 300~315min is uniformly depressurized to 0.90MPa, and 315~330min is uniformly depressured
To 0.80MPa, 330~345min is uniformly depressurized to 0.70MPa, and 345~360 are uniformly depressurized to 0.6MPa, and 360~375 is uniform
It is depressurized to 0.4MPa, 375~390min is uniformly depressurized to 0.2MPa, and 390~405min is uniformly depressurized to 0.1MPa, 405~
420min is uniformly depressurized to 0MPa, and 420~450min keeps 0MPa, and it is aeration-cooling that 450~480min opens kettle door.
Embodiment 2：
A kind of concrete formulation of prefabricated tubular pile includes the raw material of following parts by weight：27.3 parts of cement, 14.7 parts
Levigate sand, 73 parts of sand, 141.8 parts of stones, 1.37 parts of water-reducing agents and 12.6 parts of water, the levigate sand are the levigate sand of powdery, during use
First cement is uniformly mixed with levigate sand, the sand is common medium coarse sand, and the water-reducing agent uses naphthalene water reducer, water-reducing agent
Solid content 20%.
A kind of method for prefabricating of concrete precast pipe pile, the method for prefabricating of the concrete precast pipe pile is using described mixed
The method for prefabricating of concrete precast pipe pile production is carried out after solidifying soil formula, the method for prefabricating of the concrete precast pipe pile is including mixed
The steam pressure technique of the solidifying soil casting method of prefabricated tubular pile, the steam curing processing method of pile pile and pile pile.
The casting method of the concrete precast pipe pile, has the following steps in concreting：
Step 1：First the upper and lower half module of pipe pile die is cleaned out before die-filling, releasing agent should be brushed uniformly, stretch board, anchor
Solid plate should be cleaned out one by one, and coat machine oil in contact site；
Step 2：When concrete tubular pile pours feeding, for stake mould temperature no more than 45 DEG C, feeding requirement is uniform, preferably first spreads
Two-end part, Hou Pu middle parts, ensure that there are enough concrete at both ends.
The steam curing processing of the pile pile will meet claimed below：Temperature change in temperature rise period steam-cured pond is 0
~30min is uniformly heating to 56 ± 2 DEG C, and 30~60min is uniformly heating to 70 ± 2 DEG C, 60~90min be uniformly heating to 90 DEG C~
95 DEG C, the temperature change in constant temperature stage steam-cured pond is that 90~300min constant temperature is maintained at 90 DEG C~95 DEG C, in cooling rank
Section, cooling of uncapping.
The steam pressure technique of the pile pile will meet claimed below：Pressure change in pressure stage autoclave pressure is, 0~
15min uniformly boosts to 0.15MPa, and 15~30min uniformly boosts to 0.30MPa, and 30~45min uniformly boosts to 0.45MPa,
45~60min uniformly boosts to 0.60MPa, and 60~75min uniformly boosts to 0.80MPa, and 75~90min is uniformly boosted to
1.00MPa, the pressure change in constant-voltage phase autoclave pressure are that 90~300min constant-pressure pressures keep 1.00 ± 0.05MPa,
Pressure change in buck stage autoclave pressure is that 300~315min is uniformly depressurized to 0.90MPa, and 315~330min is uniformly depressured
To 0.80MPa, 330~345min is uniformly depressurized to 0.70MPa, and 345~360 are uniformly depressurized to 0.6MPa, and 360~375 is uniform
It is depressurized to 0.4MPa, 375~390min is uniformly depressurized to 0.2MPa, and 390~405min is uniformly depressurized to 0.1MPa, 405~
420min is uniformly depressurized to 0MPa, and 420~450min keeps 0MPa, and it is aeration-cooling that 450~480min opens kettle door.
Embodiment 3：
A kind of concrete formulation of prefabricated tubular pile includes the raw material of following parts by weight：32.2 parts of cement, 13.8 parts
Levigate sand, 76 parts of sand, 130.9 parts of stones, 1.73 parts of water-reducing agents and 13.8 parts of water, the levigate sand are the levigate sand of powdery, during use
First cement is uniformly mixed with levigate sand, the sand is common medium coarse sand, and the water-reducing agent uses naphthalene water reducer, water-reducing agent
Solid content 20%.
A kind of method for prefabricating of concrete precast pipe pile, the method for prefabricating of the concrete precast pipe pile is using described mixed
The method for prefabricating of concrete precast pipe pile production is carried out after solidifying soil formula, the method for prefabricating of the concrete precast pipe pile is including mixed
The steam pressure technique of the solidifying soil casting method of prefabricated tubular pile, the steam curing processing method of pile pile and pile pile.
The casting method of the concrete precast pipe pile, has the following steps in concreting：
Step 1：First the upper and lower half module of pipe pile die is cleaned out before die-filling, releasing agent should be brushed uniformly, stretch board, anchor
Solid plate should be cleaned out one by one, and coat machine oil in contact site；
Step 2：When concrete tubular pile pours feeding, for stake mould temperature no more than 45 DEG C, feeding requirement is uniform, preferably first spreads
Two-end part, Hou Pu middle parts, ensure that there are enough concrete at both ends.
The steam curing processing of the pile pile will meet claimed below：Temperature change in temperature rise period steam-cured pond is 0
~30min is uniformly heating to 56 ± 2 DEG C, and 30~60min is uniformly heating to 70 ± 2 DEG C, 60~90min be uniformly heating to 90 DEG C~
95 DEG C, the temperature change in constant temperature stage steam-cured pond is that 90~300min constant temperature is maintained at 90 DEG C~95 DEG C, in cooling rank
Section, cooling of uncapping.
The steam pressure technique of the pile pile will meet claimed below：Pressure change in pressure stage autoclave pressure is, 0~
15min uniformly boosts to 0.15MPa, and 15~30min uniformly boosts to 0.30MPa, and 30~45min uniformly boosts to 0.45MPa,
45~60min uniformly boosts to 0.60MPa, and 60~75min uniformly boosts to 0.80MPa, and 75~90min is uniformly boosted to
1.00MPa, the pressure change in constant-voltage phase autoclave pressure are that 90~300min constant-pressure pressures keep 1.00 ± 0.05MPa,
Pressure change in buck stage autoclave pressure is that 300~315min is uniformly depressurized to 0.90MPa, and 315~330min is uniformly depressured
To 0.80MPa, 330~345min is uniformly depressurized to 0.70MPa, and 345~360 are uniformly depressurized to 0.6MPa, and 360~375 is uniform
It is depressurized to 0.4MPa, 375~390min is uniformly depressurized to 0.2MPa, and 390~405min is uniformly depressurized to 0.1MPa, 405~
420min is uniformly depressurized to 0MPa, and 420~450min keeps 0MPa, and it is aeration-cooling that 450~480min opens kettle door.
By the improvement in terms of the match ratio to raw material, cementitious material proportion, i.e. cement and the mixing of levigate sand are improved
Powder proportion in the feed, obtain a kind of concrete formulation of new prefabricated tubular pile, utilize the mixed of formula production
Solidifying soil, under conditions of the concrete slump that ensure that prefabricated tubular pile meets requirements of the national standard, has good cohesiveness
With water-retaining property, the compatibility secondly by selection cement and high efficiency water reducing agent makes fresh concrete reduce bleeding to the greatest extent, so
Afterwards by the method for prefabricating of the concrete precast pipe pile after optimization carry out the pouring of concrete tubular pile, steam curing processing method and
Steam pressure technique so that the concrete strength produced can reach C90 grades, ensure that pile pile during for the use of intensity
Security.
The embodiment of the present invention is above are only, is not intended to limit the scope of the invention, it is every to utilize the present invention's
The equivalent structure or equivalent flow shift that specification scope is done, is directly or indirectly applied in other related technical areas,
Similarly include within the scope of the present invention.
Claims (5)
- A kind of 1. concrete formulation of prefabricated tubular pile, it is characterised in that：The concrete formulation of the prefabricated tubular pile includes following weight Measure the raw material of number：Cement：26~33 parts；Levigate sand：12~16 parts；Sand：73~76 parts；Stone：130~142 parts；Water-reducing agent： 1.3~1.8 parts；Water：12.6~13.8 parts.
- A kind of 2. method for prefabricating of concrete precast pipe pile, it is characterised in that：The method for prefabricating of the concrete precast pipe pile is The method for prefabricating of concrete precast pipe pile production is carried out described in usage right requirement 1 after concrete formulation, the concrete is pre- The method for prefabricating of tubulation stake includes casting method, the steam curing processing method of pile pile and the steaming of pile pile of concrete precast pipe pile Pressure technique.
- A kind of 3. method for prefabricating of concrete precast pipe pile according to claim 2, it is characterised in that：The concrete is pre- The casting method of tubulation stake, has the following steps in concreting：Step 1：First the upper and lower half module of pipe pile die is cleaned out before die-filling, releasing agent should be brushed uniformly, stretch board, anchor plate It should one by one clean out, and machine oil is coated in contact site；Step 2：When concrete tubular pile pours feeding, stake mould temperature is no more than 45 DEG C, and feeding requirement is uniform, suitable Xian Pu both ends Position, Hou Pu middle parts, ensure that there are enough concrete at both ends.
- A kind of 4. method for prefabricating of concrete precast pipe pile according to claim 2, it is characterised in that：The steaming of the pile pile Vapour maintenance processing will meet claimed below：Temperature change in temperature rise period steam-cured pond is that 0~30min is uniformly heating to 56 ± 2 DEG C, 30~60min is uniformly heating to 70 ± 2 DEG C, and 60~90min is uniformly heating to 90 DEG C~95 DEG C, steam-cured in the constant temperature stage Temperature change in pond is that 90~300min constant temperature is maintained at 90 DEG C~95 DEG C, in temperature-fall period, cooling of uncapping.
- A kind of 5. method for prefabricating of concrete precast pipe pile according to claim 2, it is characterised in that：The steaming of the pile pile Pressure technique will meet claimed below：Pressure change in pressure stage autoclave pressure is that 0~15min is uniformly boosted to 0.15MPa, 15~30min uniformly boost to 0.30MPa, and 30~45min uniformly boosts to 0.45MPa, and 45~60min uniformly rises 0.60MPa is depressed into, 60~75min uniformly boosts to 0.80MPa, and 75~90min uniformly boosts to 1.00MPa, in constant-voltage phase Pressure change in autoclave pressure is that 90~300min constant-pressure pressures keep 1.00 ± 0.05MPa, in buck stage autoclave pressure Pressure change is, 300~315min is uniformly depressurized to 0.90MPa, and 315~330min is uniformly depressurized to 0.80MPa, 330~ 345min is uniformly depressurized to 0.70MPa, and 345~360 are uniformly depressurized to 0.6MPa, and 360~375 are uniformly depressurized to 0.4MPa, and 375 ~390min is uniformly depressurized to 0.2MPa, and 390~405min is uniformly depressurized to 0.1MPa, and 405~420min is uniformly depressurized to 0MPa, 420~450min keep 0MPa, and it is aeration-cooling that 450~480min opens kettle door.
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201711257200.5A CN107963848A (en) | 2017-12-04 | 2017-12-04 | The concrete formulation and its method for prefabricating of a kind of prefabricated tubular pile |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201711257200.5A CN107963848A (en) | 2017-12-04 | 2017-12-04 | The concrete formulation and its method for prefabricating of a kind of prefabricated tubular pile |
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| CN107963848A true CN107963848A (en) | 2018-04-27 |
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| CN201711257200.5A Pending CN107963848A (en) | 2017-12-04 | 2017-12-04 | The concrete formulation and its method for prefabricating of a kind of prefabricated tubular pile |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109665773A (en) * | 2018-12-20 | 2019-04-23 | 建华建材(河南)有限公司 | A kind of clinker replaces the C80 high-strength concrete of fine aggregate |
Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR100235385B1 (en) * | 1997-09-25 | 2000-01-15 | 정환진 | `high-strength cement composition |
| CN105541223A (en) * | 2015-12-22 | 2016-05-04 | 连云港艾可新型建材有限公司 | PHC pipe pile concrete and preparation method thereof |
-
2017
- 2017-12-04 CN CN201711257200.5A patent/CN107963848A/en active Pending
Patent Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR100235385B1 (en) * | 1997-09-25 | 2000-01-15 | 정환진 | `high-strength cement composition |
| CN105541223A (en) * | 2015-12-22 | 2016-05-04 | 连云港艾可新型建材有限公司 | PHC pipe pile concrete and preparation method thereof |
Non-Patent Citations (1)
| Title |
|---|
| 林克辉等: "《新型建筑材料及应用》", 31 January 2006 * |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109665773A (en) * | 2018-12-20 | 2019-04-23 | 建华建材(河南)有限公司 | A kind of clinker replaces the C80 high-strength concrete of fine aggregate |
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