CN105152591A - Preparation of LC35-grade lightweight aggregate structural concrete - Google Patents

Preparation of LC35-grade lightweight aggregate structural concrete Download PDF

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CN105152591A
CN105152591A CN201510483348.5A CN201510483348A CN105152591A CN 105152591 A CN105152591 A CN 105152591A CN 201510483348 A CN201510483348 A CN 201510483348A CN 105152591 A CN105152591 A CN 105152591A
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concrete
cement
sand
water
lightweight aggregate
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王力威
张海
季志成
王宇霖
杨继善
陈汕
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Changzhou University
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Abstract

本发明公开了一种LC35级轻骨料结构混凝土的配制方法,此种混凝土主要采用材料为水泥、砂、陶粒、粉煤灰、水、外加剂,经过配合比和正交试验设计,得到若干拟定的配合比,然后按配合比进行强度试验。试验结果和分析得到一种LC35级结构用轻骨料混凝土,其特征在于:所述的各组分干质量比为:胶凝材料:砂:陶粒=1:1.7:1。减水剂按水泥质量的1.5%填加,水胶比0.36。配制的轻混凝土表观密度1922kg/m3。配制的混凝土28天抗压强度达37MPa以上,满足LC35轻骨料混凝土要求。此配合比可在工程实际中参考应用。The invention discloses a preparation method of LC35 grade lightweight aggregate structure concrete. The main materials of this kind of concrete are cement, sand, ceramsite, fly ash, water and admixture. After mixing ratio and orthogonal test design, the obtained Several proposed mix ratios, and then carry out strength tests according to the mix ratios. The test results and analysis obtained a lightweight aggregate concrete for LC35 structure, which is characterized in that: the dry mass ratio of each component is: cementitious material: sand: ceramsite = 1:1.7:1. The water reducing agent is added according to 1.5% of the cement mass, and the water-binder ratio is 0.36. The prepared light concrete has an apparent density of 1922kg/m 3 . The 28-day compressive strength of the prepared concrete is over 37MPa, meeting the requirements of LC35 lightweight aggregate concrete. This mix ratio can be used as a reference in engineering practice.

Description

一种LC35级轻骨料结构混凝土的配制Preparation of a kind of LC35 lightweight aggregate structure concrete

技术领域technical field

本发明涉及建筑工程结构用轻骨料混凝土应用技术领域,具体地说就是采用特定的粉煤灰、矿渣粉、水泥、砂子、粗骨料等,经过混凝土配合比设计、正交试验设计、强度试验、优选,得到满足混凝土工程要求的LC35级轻骨料混凝土。The invention relates to the technical field of application of lightweight aggregate concrete for construction engineering structures, specifically using specific fly ash, slag powder, cement, sand, coarse aggregate, etc., through concrete mix ratio design, orthogonal test design, strength Through testing and optimization, LC35 grade lightweight aggregate concrete meeting the requirements of concrete engineering was obtained.

背景技术Background technique

轻质结构混凝土是目前世界混凝土技术的发展方向之一,其研究和在结构中的应用刚刚起步,其应用中还存在许多问题需要解决,如混凝土的强度等级偏低,造价较高,混凝土拌合物的和易性难以满足施工要求等,所以这一有着优良性能的新材料尚未得到推广。加强对结构用轻质混凝土的应用的研究,促进高强轻质混凝土在高层建筑,大跨度桥梁等土木工程中的广泛应用,有利于我国建设事业的发展。Lightweight structural concrete is one of the development directions of concrete technology in the world at present. Its research and application in structures have just started. There are still many problems to be solved in its application, such as the low strength level of concrete, high cost, concrete mixing The workability of the compound is difficult to meet the construction requirements, so this new material with excellent performance has not been promoted. Strengthening the research on the application of lightweight concrete for structures and promoting the wide application of high-strength lightweight concrete in civil engineering such as high-rise buildings and long-span bridges is conducive to the development of my country's construction industry.

随着经济和社会的快速发展,高层建筑的需要量大增,而高层建筑大都采用重度大的混凝土材料,以致建筑重量大,产生的结构应力也大,为达到要求的抗震设防等级所需要的混凝土材料强度也较大,结果造成高层建筑成本较大。而C35级混凝土是用量最大的混凝土。为此,本研究探讨开发可替代C35级普通混凝土的LC35级轻骨料混凝土,以此希望能在建筑工程上加以应用,应用此轻质混凝土减轻建筑自重,大减小建筑结构内力,提高建筑抗震性能和抵抗结构热应力的性能,同时有利于实现混凝土结构建筑的大跨度和建设超高层建筑,减小配筋量,具有一定的经济效果。这都具有重要的实际工程应用价值。With the rapid development of economy and society, the demand for high-rise buildings has increased greatly, and most high-rise buildings use heavy concrete materials, so that the weight of the building is large, and the structural stress is also large. Concrete material strength is also greater, resulting in higher building costs. The C35 grade concrete is the most used concrete. For this reason, this study explores the development of LC35 lightweight aggregate concrete that can replace C35 ordinary concrete, hoping to apply it in construction engineering. The application of this lightweight concrete reduces the building's own weight, greatly reduces the internal force of the building structure, and improves the construction quality. The anti-seismic performance and the performance of resisting structural thermal stress are beneficial to realize the large span of concrete structure buildings and the construction of super high-rise buildings, reduce the amount of reinforcement, and have certain economic effects. All these have important practical engineering application value.

发明内容Contents of the invention

本发明的目的为针对建筑结构采用C35混凝土用量较大,且采用此种混凝土的建筑结构自重大而至建筑承载能力和抗震性能较低的现状,配制了一种可替代C35的轻质混凝土,即LC35级轻骨料混凝土。该混凝土重量轻,可较大幅度减小建筑结构自重,从而可提高建筑承载能力和抵抗动荷载作用的能力,减小钢筋用量,提高经济性。The purpose of the present invention is to adopt C35 concrete consumption to be larger for building structure, and the building structure that adopts this kind of concrete is self-heavy and arrives at the current situation that building bearing capacity and anti-seismic performance are low, has prepared a kind of lightweight concrete that can replace C35, That is, LC35 grade lightweight aggregate concrete. The concrete is light in weight and can greatly reduce the self-weight of the building structure, thereby improving the building's bearing capacity and ability to resist dynamic loads, reducing the amount of steel bars, and improving economy.

为了达到上述目的,发明了一种经过配合比优化的LC35级轻骨料混凝土,采用主要材料为水泥、砂、陶粒、粉煤灰、外加剂、水。经过配合比和正交试验设计,得到若干拟定的配合比,然后按拟定的多组配合比分别进行强度试验。通过试验数据分析和比选得到一种LC35级结构用轻骨料混凝土,其特征在于:所述的各组分干质量比为:粉煤灰:矿渣粉:水泥:砂:陶粒=1:1:4.67:11.32:6.44。减水剂按水泥质量的1.5%填加,水胶比0.36。配制的轻混凝土表观密度1922kg/m3。配制的三合土28天抗压强度达37MPa以上,满足LC35轻骨料混凝土要求。此配合比可在工程实际中参考应用。In order to achieve the above purpose, a LC35 grade lightweight aggregate concrete with optimized mix ratio was invented, and the main materials used are cement, sand, ceramsite, fly ash, admixture, and water. Through the mix ratio and orthogonal test design, a number of proposed mix ratios are obtained, and then the strength tests are carried out according to the proposed multi-group mix ratios. Through test data analysis and comparison, a kind of lightweight aggregate concrete for LC35 structure is obtained, which is characterized in that: the dry mass ratio of each component is: fly ash: slag powder: cement: sand: ceramsite = 1: 1:4.67:11.32:6.44. The water reducing agent is added according to 1.5% of the cement mass, and the water-binder ratio is 0.36. The prepared light concrete has an apparent density of 1922kg/m 3 . The 28-day compressive strength of the prepared composite concrete is over 37MPa, meeting the requirements of LC35 lightweight aggregate concrete. This mix ratio can be used as a reference in engineering practice.

所述优化后的LC35级轻骨料混凝土配合比为:各组分干质量比为:粉煤灰:矿渣粉:水泥:砂:陶粒=1:1:4.67:11.32:6.44。减水剂按水泥质量的1.5%填加,水胶比0.36。The optimized mix ratio of LC35 lightweight aggregate concrete is as follows: the dry mass ratio of each component is: fly ash: slag powder: cement: sand: ceramsite = 1:1:4.67:11.32:6.44. The water reducing agent is added according to 1.5% of the cement mass, and the water-binder ratio is 0.36.

所述的其特征在于:所述水胶比0.36;减水剂为水泥质量的1.5%。The feature is that: the water-binder ratio is 0.36; the water reducer is 1.5% of the cement mass.

所述的轻混凝土采用的水泥为P·O42.5级普通硅酸盐水泥;砂采用天然级配的河砂,处于2区,级配良好,砂子细度模数Mx=2.48,为中砂,堆积密度1604kg/m3;采用的粗骨料为干密度746kg/m3的700级陶粒。The cement used in the light concrete is P.O42.5 grade ordinary portland cement; the sand adopts natural graded river sand, which is in Zone 2, and the grade is good. The sand fineness modulus Mx=2.48 is medium sand The bulk density is 1604kg/m 3 ; the coarse aggregate used is 700-grade ceramsite with a dry density of 746kg/m 3 .

本发明的优势在于:是利用粉煤灰、矿渣粉、水泥、砂、陶粒等容易得到的材料,且掺加的粉煤灰、矿渣粉是工业副产品,降低了混凝土成本,并经过正交试验设计,拟定了9种配合比进行试验,通过对比分析得到了优化的混凝土配合比,经过配合比优化得到的轻骨料混凝土具有较高的强度。配制的LC35级轻骨料混凝土为结构上替代C30级普通混凝土提供了一种参考。The advantage of the present invention is that it uses easily obtained materials such as fly ash, slag powder, cement, sand, ceramsite, etc., and the added fly ash and slag powder are industrial by-products, which reduces the cost of concrete. In the experiment design, 9 kinds of mix ratios were drawn up for experiments, and the optimized concrete mix ratios were obtained through comparative analysis. The lightweight aggregate concrete obtained through the optimization of the mix ratios has higher strength. The prepared LC35 lightweight aggregate concrete provides a reference for structurally replacing C30 ordinary concrete.

具体实施方式Detailed ways

制备方法一:配制时按各种主要材料的干质量比,粉煤灰:矿渣粉:水泥:砂:陶粒=1:1:4.67:11.32:6.44的比例,减水剂按水泥质量的1.5%填加,按水胶比0.36加水。据此,换算出单位体积的各材料用量。再针对拌合机械的每次拌合量,确定各种材料的一次投料量,注意配料前要测定砂、陶粒的含水率,砂、陶粒按干质量配制。各种干材料要混合均匀,外加剂加入水中,然后将减水剂按水泥质量的1.5%加入水中并混合好后,加入干材料中,采用机械搅拌的方式,将所有材料拌合均匀,灌入试模,振捣密实,养生。Preparation method 1: According to the dry mass ratio of various main materials during preparation, the ratio of fly ash: slag powder: cement: sand: ceramsite = 1:1:4.67:11.32:6.44, the water reducer is 1.5% of the cement mass % filling, add water according to the water-to-binder ratio of 0.36. Accordingly, the amount of each material per unit volume is converted. Then, according to each mixing amount of the mixing machine, determine the feeding amount of various materials at one time. Note that the moisture content of sand and ceramsite should be measured before batching, and sand and ceramsite should be prepared according to dry weight. All kinds of dry materials should be mixed evenly, the admixture is added to the water, and then the water reducer is added to the water according to 1.5% of the cement mass and mixed well, then added to the dry materials, and all materials are mixed evenly by mechanical stirring, pouring Put it into the test mold, vibrate and compact it, and keep in good health.

制备方法二:配制时按各种主要材料的干质量比,粉煤灰:矿渣粉:水泥:砂:陶粒=1:1:4.67:11.32:6.44的比例,减水剂按水泥质量的1.5%填加,按水胶比0.36加水。据此,换算出单位体积的各材料用量。再针对拌合机械的每次拌合量,确定各种材料的一次投料量,注意配料前要测定砂、陶粒的含水率,砂、陶粒按干质量配制。混凝土拌合物的混合拌料顺序为:水和外加剂先混合,然后将其与水泥均匀混合,形成的水泥浆再与砂子混合形成砂浆,砂浆最后再与陶粒混合。注意每一步材料的混合都要均匀,且都宜采用机械搅拌的方式,混合搅拌均匀后再进入下步工序,各种材料拌合均匀后,灌入试模,振捣密实,养生。Preparation method 2: According to the dry mass ratio of various main materials during preparation, the ratio of fly ash: slag powder: cement: sand: ceramsite = 1:1:4.67:11.32:6.44, the water reducer is 1.5% of the cement mass % filling, add water according to the water-to-binder ratio of 0.36. Accordingly, the amount of each material per unit volume is converted. Then, according to the mixing amount of the mixing machine, determine the feeding amount of various materials at one time. Note that the water content of sand and ceramsite should be measured before batching, and sand and ceramsite should be prepared according to dry weight. The mixing order of the concrete mixture is: water and admixture are mixed first, and then they are evenly mixed with cement, the formed cement slurry is then mixed with sand to form mortar, and finally the mortar is mixed with ceramsite. Note that the materials in each step should be mixed evenly, and it is advisable to adopt the method of mechanical stirring. After mixing and stirring evenly, enter the next step. After mixing all kinds of materials evenly, pour them into the test mold, vibrate and compact, and keep healthy.

Claims (4)

1., through a LC35 level light structures concrete for mixtures optimal design, employing main raw is flyash, slag powders, cement, haydite, water.It is characterized in that: described each dry component mass ratio is: flyash: slag powders: cement: sand: haydite=1:1:4.67:11.32:6.44.The light concrete apparent density 1922kg/m of preparation 3.The trinity mixture fill 28 days ultimate compression strength of preparation reaches more than 37MPa, meets the requirement of LC35 lightweight aggregate concrete.This proportioning can with reference to application in engineering reality.
2. LC35 level light weight concrete according to claim 1, is characterized in that: described water reducer is dosed by 1.5% of cement quality; The water-cement ratio of concrete mix is 0.36.
3. LC35 level light weight concrete according to claim 1, is characterized in that: the cement of employing is PO42.5 level ordinary Portland cement; Sand adopts the river sand of prototype gradation, is in 2nd district, and grating is good, and sand fineness modulus Mx=2.48 is medium sand, tap density 1604kg/m 3; The coarse aggregate adopted is dry density 746kg/m 3700 grades of haydites.
4. LC35 light weight concrete according to claim 1, it is characterized in that: the various materials needed for preparation will by certain feeding sequence successively by even for various material mixing, but first admixture will be added to the water, adopt churned mechanically mode, by even for all material mix, pour into template, vibration compacting, health.
CN201510483348.5A 2015-08-08 2015-08-08 Preparation of LC35-grade lightweight aggregate structural concrete Pending CN105152591A (en)

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Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106316244A (en) * 2016-08-08 2017-01-11 冯乃谦 Method for manufacturing artificial lightweight aggregate or super lightweight aggregate multifunctional concrete
CN106966668A (en) * 2017-05-03 2017-07-21 广东工业大学 A kind of haydite regeneration concrete slurry and preparation method thereof
CN107092742A (en) * 2017-04-14 2017-08-25 中国三峡建设管理有限公司 The method for calculating the full age compression strength of underground engineering fly ash pump concrete
CN110451891A (en) * 2019-08-27 2019-11-15 黑龙江盛世新宇高新技术开发有限公司 Light high strength concrete mixing proportion design method
CN110818341A (en) * 2019-12-04 2020-02-21 中建科技贵州有限公司 Building particle concrete
CN112374822A (en) * 2020-11-19 2021-02-19 石家庄金隅混凝土有限公司 Pumping structure lightweight aggregate concrete and preparation method thereof

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2012013983A1 (en) * 2010-07-30 2012-02-02 Lafarge Sa Soil -containing cement and concrete compositions
CN104016641A (en) * 2014-06-25 2014-09-03 上海建工材料工程有限公司 Light high-strength pumpable LC35 concrete and pumping and pouring method thereof
CN104129958A (en) * 2014-07-24 2014-11-05 中交公路长大桥建设国家工程研究中心有限公司 High-strength crack-resistant concrete material

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2012013983A1 (en) * 2010-07-30 2012-02-02 Lafarge Sa Soil -containing cement and concrete compositions
CN104016641A (en) * 2014-06-25 2014-09-03 上海建工材料工程有限公司 Light high-strength pumpable LC35 concrete and pumping and pouring method thereof
CN104129958A (en) * 2014-07-24 2014-11-05 中交公路长大桥建设国家工程研究中心有限公司 High-strength crack-resistant concrete material

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106316244A (en) * 2016-08-08 2017-01-11 冯乃谦 Method for manufacturing artificial lightweight aggregate or super lightweight aggregate multifunctional concrete
CN106316244B (en) * 2016-08-08 2018-05-18 冯乃谦 Method for manufacturing artificial lightweight aggregate or super lightweight aggregate multifunctional concrete
CN107092742A (en) * 2017-04-14 2017-08-25 中国三峡建设管理有限公司 The method for calculating the full age compression strength of underground engineering fly ash pump concrete
CN106966668A (en) * 2017-05-03 2017-07-21 广东工业大学 A kind of haydite regeneration concrete slurry and preparation method thereof
CN110451891A (en) * 2019-08-27 2019-11-15 黑龙江盛世新宇高新技术开发有限公司 Light high strength concrete mixing proportion design method
CN110818341A (en) * 2019-12-04 2020-02-21 中建科技贵州有限公司 Building particle concrete
CN112374822A (en) * 2020-11-19 2021-02-19 石家庄金隅混凝土有限公司 Pumping structure lightweight aggregate concrete and preparation method thereof

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