CN107620469A - A kind of clear water concrete casting method - Google Patents

A kind of clear water concrete casting method Download PDF

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Publication number
CN107620469A
CN107620469A CN201710775000.2A CN201710775000A CN107620469A CN 107620469 A CN107620469 A CN 107620469A CN 201710775000 A CN201710775000 A CN 201710775000A CN 107620469 A CN107620469 A CN 107620469A
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CN
China
Prior art keywords
concrete
clear water
casting method
water concrete
vibrator
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
CN201710775000.2A
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Chinese (zh)
Inventor
曾庆喜
杨红
戴书学
李阳
游川
李凯凯
冯伟
刘宇
孙志
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.)
CCCC Second Harbor Engineering Co
CCCC Fourth Harbor Engineering Co Ltd
China Communications 2nd Navigational Bureau 2nd Engineering Co Ltd
No 2 Engineering Co of CCCC Fourth Harbor Engineering Co Ltd
Original Assignee
CCCC Second Harbor Engineering Co
CCCC Fourth Harbor Engineering Co Ltd
China Communications 2nd Navigational Bureau 2nd Engineering Co Ltd
No 2 Engineering Co of CCCC Fourth Harbor Engineering 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 CCCC Second Harbor Engineering Co, CCCC Fourth Harbor Engineering Co Ltd, China Communications 2nd Navigational Bureau 2nd Engineering Co Ltd, No 2 Engineering Co of CCCC Fourth Harbor Engineering Co Ltd filed Critical CCCC Second Harbor Engineering Co
Priority to CN201710775000.2A priority Critical patent/CN107620469A/en
Publication of CN107620469A publication Critical patent/CN107620469A/en
Pending legal-status Critical Current

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Abstract

The invention discloses a kind of clear water concrete casting method, including step A, concrete to be lifted using hopper and be poured into mould;B, the cloth of prefabricating clear water concrete component, which pours, is divided into three layers, often completes one layer of cloth and pours, is once vibrated with attached vibrator;C, after the completion of all concretings of prefabricating clear water concrete component, shaken again with poker vibrator;D, after the completion of vibrating, carry out concrete and receive face for the first time, ensure that concrete surface is concordant with template;E, carry out second after 35 hours, after concrete initial set and receive face, compacted concrete;F, after last concrete final set, carry out concrete and carry light receipts face.With this method, comprehensive no dead angle is carried out using attached vibrator to concrete to vibrate, vibrated in conjunction with poker vibrator, concrete is uniformly closely knit, and concrete finished product component is linearly straight, fair and clear vision is in " minute surface ", the smooth exquisiteness of sense of touch is simple without any concrete appearance defect, this method step, it is easy to use, work well.

Description

A kind of clear water concrete casting method
Technical field
The present invention relates to field of civil engineering, more particularly to a kind of clear water concrete casting method.
Background technology
Clear-water concrete develops from the 1970s into China, because with the objective demand of green building, Ren Menhuan The continuous improvement of consciousness is protected, the natural thought recovered one's original simplicity is rooted in the hearts of the people.It is well known that concrete surface water absorption rate is larger, Concrete can gradually lose it in the environment of nature by being destroyed from sunlight, ultraviolet, acid rain, oil gas, greasy dirt etc. Carry out appearance, concrete also can increasingly will be increasingly dirty by neutralisation and destruction, its surface effect with as long as the heaven and earth endure, influence to see Look forward or upwards.So clear-water concrete 60% depends on the quality of concreting, 40% depends on the transparency protected spraying application in later stage, But the transparency protected spraying application in later stage is similarly dependent on the quality of vibrating of concrete, from Japanese correlation on clear-water concrete In discussion, clear-water concrete allows have bubble, but actually shows that bubble or stealthy air bubble content are too high, and the later stage is transparency protected Quality have extreme influence.Reason is:Bubble position is outer small interior big form, and it protects ecto-entad, and it is protected Shield can not cover whole, form unidirectional breathing self finish.
For prefabricated fair-faced concrete component installation location in coastal area, such as coastal bridge, bridge spanning the sea, man-made island Small island etc., air humidity is larger, long-term rainfall, to the very harmful of concrete;It is prefabricated for appearance requirement is high, installation accuracy is high Clear-water concrete component, traditional mode that pours waste time and energy, and efficiency is low.
The content of the invention
It is an object of the invention to overcome in the presence of prior art for prefabricated fair-faced concrete component installation location In coastal area, such as coastal bridge, bridge spanning the sea, artificial island etc., air humidity is larger, long-term rainfall, to concrete It is very harmful;For the prefabricated fair-faced concrete component that appearance requirement is high, installation accuracy is high, traditional pours the time-consuming expense of mode Power, a kind of low above-mentioned deficiency of efficiency, there is provided clear water concrete casting method.
In order to realize foregoing invention purpose, the invention provides following technical scheme:
A kind of clear water concrete casting method, comprises the following steps:
A, concrete is lifted using hopper and poured into mould;
B, the cloth of prefabricating clear water concrete component, which pours, is divided into three layers, often completes one layer of cloth and pours, uses attached vibrator Once vibrated, prevent from resonating, damage template;
C, after the completion of all concretings of prefabricating clear water concrete component, shaken, aided in again with poker vibrator Discharge bubble;
D, after the completion of vibrating, carry out concrete and receive face for the first time, ensure that concrete surface is concordant with template;
E, carry out second after 3-5 hours, after concrete initial set and receive face, compacted concrete;
F, after last concrete final set, carry out concrete and carry light receipts face.
Wherein, the attached vibrator is located at mold bottom, and its active force transmits from bottom to top.
Using a kind of clear water concrete casting method of the present invention, the attached vibrator uniform force, operation are utilized It is convenient, comprehensive no dead angle is carried out to concrete and vibrated, makes prefabricating clear water concrete component installation top surface smooth closely knit, in conjunction with Poker vibrator, component side bubble is eliminated, concrete is uniformly closely knit, and concrete finished product component is linearly straight, and vision is fair and clear In " minute surface ", the smooth exquisiteness of sense of touch, without any concrete appearance defect, this method step is simple, easy to use, works well.
Preferably, when performing the step A, to prevent the drain hole of slurries from the hopper falls into remaining from not pouring mould Plate, mould is impacted, form droplet-like outward appearance, protected in the drain hole adding mouth hood configuration.
Preferably, when performing the step B, the frequency of vibrating of the attached vibrator is 160-220Hz.
Preferably, before ready-mixed concrete, all concrete raw material moisture content are detected, adjusting construction according to moisture content matches somebody with somebody Composition and division in a proportion.
Preferably, in concrete stirring production process, temperature is more than 35 DEG C, control temperature on the rocks.
Preferably, after the completion of concrete stirring, slump detection is carried out, it is 220-240 to control the slump.
Preferably, after concrete arrival pours scene, secondary slump detection is carried out to concrete, disqualified upon inspection then gives up Abandon.
Preferably, concrete is transported using oilcloth parcel tank car.
In summary, by adopting the above-described technical solution, the beneficial effects of the invention are as follows:
With a kind of clear water concrete casting method of the present invention, the attached vibrator uniform force, operation are utilized It is convenient, comprehensive no dead angle is carried out to concrete and vibrated, makes prefabricating clear water concrete component installation top surface smooth closely knit, in conjunction with Poker vibrator, component side bubble is eliminated, concrete is uniformly closely knit, and concrete finished product component is linearly straight, and vision is fair and clear In " minute surface ", the smooth exquisiteness of sense of touch, without any concrete appearance defect, this method step is simple, easy to use, works well.
Brief description of the drawings
Fig. 1 is a kind of schematic flow sheet of clear water concrete casting method of the present invention.
Embodiment
With reference to test example and embodiment, the present invention is described in further detail.But this should not be understood Following embodiment is only limitted to for the scope of the above-mentioned theme of the present invention, it is all that this is belonged to based on the technology that present invention is realized The scope of invention.
Embodiment
As shown in figure 1, a kind of clear water concrete casting method of the present invention, comprises the following steps:
A, concrete is lifted using hopper and poured into mould, and control blowing is highly no more than 20cm, avoids concrete slurry big Amount is spilt;
B, the cloth of prefabricating clear water concrete component, which pours, is divided into three layers, and every layer of cloth is poured no more than 30cm, often completes one layer Cloth pours, and is once vibrated with attached vibrator, prevents from resonating, and damages template, and the attached vibrator is located at mould Has bottom, its active force transmits from bottom to top;
C, after the completion of all concretings of prefabricating clear water concrete component, shaken again with poker vibrator, it is described Poker vibrator is inserted pull out slowly soon, auxiliary discharge bubble;
D, after the completion of vibrating, carry out concrete and receive face for the first time, ensure that concrete surface is concordant with template;
E, carry out second after 4 hours, after concrete initial set and receive face, compacted concrete;
F, after last concrete final set, carry out concrete and carry light receipts face.
As a preferred scheme of the present embodiment, when performing the step A, to prevent slurries from the blowing of the hopper Mouth falls into remaining non-formwork for placing, and mould is impacted, and forms droplet-like outward appearance, prevents in the drain hole adding mouth hood configuration Shield.When performing the step B, the frequency of vibrating of the attached vibrator is 160-220Hz.
As a preferred scheme of the present embodiment, concrete grade C45,28 days intensity of design is C45, actual strength C65, its standard cube concrete mix are as follows:
As a preferred scheme of the present embodiment, before ready-mixed concrete, all concrete raw material moisture content are detected, Coordination in works is adjusted according to moisture content.Mixer is 3m3/ time, mixing time is not less than 120s.Concrete stirs production process In, temperature is more than 35 DEG C, control temperature on the rocks.After the completion of concrete stirring, slump detection is carried out, it is 220- to control the slump 240;After concrete arrival pours scene, secondary slump detection is carried out to concrete, disqualified upon inspection is then discarded.Concrete is adopted 12m is wrapped up with oilcloth3Tank car is transported, and is controlled with reference to site technique, is poured more round concretings daily, existing to control Field concreting is completed in 1h, and each transporter amount is no more than 6m3
With a kind of clear water concrete casting method of the present invention, the attached vibrator uniform force, operation are utilized It is convenient, comprehensive no dead angle is carried out to concrete and vibrated, makes prefabricating clear water concrete component installation top surface smooth closely knit, in conjunction with Poker vibrator, component side bubble is eliminated, concrete is uniformly closely knit, and concrete finished product component is linearly straight, and vision is fair and clear In " minute surface ", the smooth exquisiteness of sense of touch, without any concrete appearance defect, this method step is simple, easy to use, works well.
The foregoing is merely illustrative of the preferred embodiments of the present invention, is not intended to limit the invention, all essences in the present invention All any modification, equivalent and improvement made within refreshing and principle etc., should be included in the scope of the protection.

Claims (7)

1. a kind of clear water concrete casting method, it is characterised in that comprise the following steps:
A, concrete is lifted using hopper and poured into mould;
B, the cloth of prefabricating clear water concrete component, which pours, is divided into three layers, often completes one layer of cloth and pours, is carried out with attached vibrator Once vibrate;
C, after the completion of all concretings of prefabricating clear water concrete component, shaken again with poker vibrator;
D, after the completion of vibrating, carry out concrete and receive face for the first time, ensure that concrete surface is concordant with template;
E, second is carried out after concrete initial set and receives face, compacted concrete;
F, after last concrete final set, carry out concrete and carry light receipts face.
2. a kind of clear water concrete casting method according to claim 1, it is characterised in that when performing the step A, to prevent The drain hole of slurries from the hopper falls into remaining non-formwork for placing, and mould is impacted, and droplet-like outward appearance is formed, in the blowing The hood configuration protection of mouth adding mouth.
3. a kind of clear water concrete casting method according to claim 1, it is characterised in that described attached when performing the step B The frequency of vibrating for formula vibrator is 160-220Hz.
4. a kind of clear water concrete casting method according to claim 1, it is characterised in that before ready-mixed concrete, detect institute There is concrete raw material moisture content, coordination in works is adjusted according to moisture content.
A kind of 5. clear water concrete casting method according to claim 1, it is characterised in that in concrete stirring production process, Temperature is more than 35 DEG C, control temperature on the rocks.
6. a kind of clear water concrete casting method according to claim any one of 1-5, it is characterised in that concrete stirring is completed Afterwards, slump detection is carried out, it is 220-240 to control the slump.
A kind of 7. clear water concrete casting method according to claim 6, it is characterised in that after concrete arrival pours scene, Secondary slump detection is carried out to concrete, disqualified upon inspection is then discarded.
CN201710775000.2A 2017-08-31 2017-08-31 A kind of clear water concrete casting method Pending CN107620469A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201710775000.2A CN107620469A (en) 2017-08-31 2017-08-31 A kind of clear water concrete casting method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201710775000.2A CN107620469A (en) 2017-08-31 2017-08-31 A kind of clear water concrete casting method

Publications (1)

Publication Number Publication Date
CN107620469A true CN107620469A (en) 2018-01-23

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Family Applications (1)

Application Number Title Priority Date Filing Date
CN201710775000.2A Pending CN107620469A (en) 2017-08-31 2017-08-31 A kind of clear water concrete casting method

Country Status (1)

Country Link
CN (1) CN107620469A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108824812A (en) * 2018-06-11 2018-11-16 贵州建工集团第建筑工程有限责任公司 A kind of cast-in-place fair-faced concrete wall pours and maintenance process
CN111502281A (en) * 2020-04-27 2020-08-07 中天交通建设投资集团有限公司 Municipal engineering clear water concrete pouring construction method

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
蔡亚宁: ""清水混凝土技术在预制大跨距后张预应力T梁中的应用"", 《混凝土》 *

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108824812A (en) * 2018-06-11 2018-11-16 贵州建工集团第建筑工程有限责任公司 A kind of cast-in-place fair-faced concrete wall pours and maintenance process
CN111502281A (en) * 2020-04-27 2020-08-07 中天交通建设投资集团有限公司 Municipal engineering clear water concrete pouring construction method

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Application publication date: 20180123

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