CN101122234A - Construction method for using liquid quick coagulator for injecting concrete - Google Patents
Construction method for using liquid quick coagulator for injecting concrete Download PDFInfo
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Abstract
The invention discloses a construction method, which uses a liquid quick-setting agent to spray concrete. The construction equipment comprises a mixing machine, a carrier and a wet-spraying machine. The wet-spraying machine is connected with a nozzle via a conveying tube. The invention is characterized in that the construction equipment also comprises a metering pump and an atomizer connected with the metering pump; the atomizer is connected to the conveying tube and the nozzle via pipelines; concrete mix is first made in the mixing machine, transported to a construction site with a tank vehicle or a dump truck, and added into the wet-spraying machine with the tank vehicle or manually; the concrete mix is conveyed to the nozzle via the conveying tube with the compressed air; a half or four thirds of the specified-amount of the liquid quick-setting agent is diluted with water, the amount of which is one to four times of the agent amount, and enters the atomizer through the metering pump; the liquid quick-setting agent atomized by the atomizer is conveyed to the nozzle with the compressed air to be mixed with the concrete mix and sprayed onto a surface. The construction method of the invention can greatly reduce the consumption of the quick-setting agent, reduce the cost of concrete spraying, and promote the 28-day intensity index of the sprayed concrete.
Description
Technical field
The present invention relates to construction of tunnel, underground construction, the job practices of building foundation pit, road bank protection, particularly a kind of employing liquid accelerator wet spraying Concrete Construction method, this method is carried out construction of shotcrete for the position that needs supporting and reinforcing, and employed accelerating admixture consumption can reduce and can improve the intensity of sprayed mortar.
Background technology
Sprayed mortar is by spraying machinery, utilizing compressed air or other power, behind concrete mix interpolation accelerating admixture by a certain percentage, carry by delivery hose, and with high velocity jet to being sprayed scar, on structure and the building, and a kind of concrete of setting and harden rapidly.Can effectively prevent tunnel or basement, side slope, building foundation pit generation avalanche, landslide, play the effect of temporary lining or permanent support, to existed building, structure play reinforcement effect.The method commonly used at work progress has:
Wet spraying concrete construction flow process as shown in Figure 1, it is even that this method adds cement, sand, peastone, admixture (flyash, breeze, silica flour etc.), water stirrer for mixing earlier, be mixed with the concrete mix that the slump is 8cm～16cm, be transported to the job site with tank car or tipping lorry, with tank car or manually add in the wet shot machine, with compressed air mix is delivered to the ejection of nozzle place by defeated material flexible pipe, liquid accelerator is sprayed onto after delivering to the nozzle place simultaneously and mix mixes after the atomizer atomizing with compressed air by measuring pump and is subjected on the spray plane.
And dry method construction of shotcrete flow process such as Fig. 2 commonly used.It is even earlier cement, sand, peastone, admixture (flyash, breeze, silica flour etc.), dry powder accelerating admixture to be added stirrer for mixing, transport to the job site with tipping lorry, the artificial adding in the dry spraying machine, with compressed air mix is delivered to the nozzle place by defeated material flexible pipe, be subjected on the spray plane with being sprayed onto after water that the nozzle place adds mixes.If with liquid accelerator then when spice, do not add the dry powder accelerating admixture, deliver to the nozzle place after with measuring pump liquid accelerator being delivered to atomizer and compressed air atomizing, be subjected on the spray plane with being sprayed onto after water and mix mix.
The construction process of existing damp method sprayed mortar as shown in Figure 3.Earlier that cement, sand, peastone, admixture (flyash, breeze, silica flour) and a spot of water mix in mixer is even, make mix become loose but do not have the dust state.Transport to the job site with tipping lorry, with manually in proportion mix and dry powder accelerating admixture being added in the dry spraying machine, mix and accelerating admixture are delivered to the nozzle place by delivery hose simultaneously, be subjected on the spray plane with being sprayed onto after the water of nozzle place adding mixes with compressed air.If the use liquid accelerator, after then needing liquid accelerator is delivered to atomizer and compressed air atomizing the adding by the nozzle place is arranged with measuring pump, be subjected on the spray plane with being ejected into after water and mix mix.
The dry method sprayed mortar is a kind of sprayed mortar method of using the earliest, has that equipment is simple, a good reliability, small investment, advantages such as easy construction, but because raw material is dry mixing, do not add water, the job site dust is big, and the serious harm workman is healthy, resilience is big, waste is serious, and because water is to add at the nozzle place, the water/binder ratio of sprayed mortar is difficult to control, little when big during water/binder ratio, cause the sprayed concrete strength discreteness bigger.
Tide method sprayed mortar is improved on the basis of dry method sprayed mortar, and main the improvement be, does not add the dry powder accelerating admixture in the mix and adds a spot of water, makes mix be in little dampness, so just can reduce dry spraying machine and take up dust in the course of injection.But because the dry powder accelerating admixture is with manually together adding in the dry spraying machine at dry spraying machine charging aperture and mix, the dry powder accelerating admixture can't accurately add.And when mix humidity was big slightly sometimes, mix setting and harden and stop up dry spraying machine in dry spraying machine can take place, spray to compare with dry method and have the big and big problem of intensity discreteness of insoluble injection resilience equally.
Dry method is sprayed with damp method and is sprayed the general dry powder accelerating admixture that uses, and also can use liquid accelerator, but because dry powder accelerating admixture price is lower than liquid accelerator, often selected by unit in charge of construction; And the use liquid accelerator owing to need to increase measuring pump and atomizer, causes construction technology complicated, and it is simple with damp spraying equipment can not embody dried spray, the advantage of easy construction.So, in doing spray and damp spraying construction, seldom use liquid accelerator.
Dry method is sprayed and damp method is sprayed the problem that exists in order to overcome, the method that wet shotcreting occurred, wet shotcreting since the various materials of concrete and water mix is even in advance in mixer, guarantee the uniformity of sprayed mortar water/binder ratio, guaranteed that promptly the discreteness of concrete strength is little behind the setting and harden, dust is little, and is little to workers ' health harm, wet spraying and dry method are sprayed and damp method sprays that to compare the injection resilience little, economize in raw materials.But the wet spraying apparatus expensive, construction is complicated, uses the liquid accelerator cost higher.
The accelerating admixture that dry method is sprayed, damp method is sprayed, the wet spraying concrete is used is that its alkali content of dry powder accelerating admixture or liquid accelerator is all very high, if dosage is few, the concrete initial set time does not reach requirement, and springback capacity is big; If when dosage was big, sprayed mortar loss of strength in 28 days was excessive, sprayed mortar core boring sampling intensity is difficult to reach designing requirement, also can cause alkali-aggregate reaction for the basic active aggregate, influences the durability of sprayed mortar.
Summary of the invention
Defective or deficiency at above-mentioned prior art existence, the objective of the invention is to, a kind of job practices that adopts liquid accelerator to carry out sprayed mortar is provided, this method can reduce liquid accelerator consumption, reduce cost, guarantee to spray intensity (core boring sampling intensity), reduce to spray resilience.
In order to realize above-mentioned task, the present invention takes following technical solution:
A kind of job practices of using liquid accelerator to carry out sprayed mortar, the construction equipment of this method comprises mixer, transport vehicle, wet shot machine, the wet shot machine is connected with nozzle by defeated material flexible pipe, it is characterized in that, construction equipment also comprises measuring pump and the atomizer that links to each other with measuring pump, atomizer is connected on defeated material flexible pipe and the nozzle by pipeline, and concrete construction comprises the following steps:
Step 1 is at first made concrete mix in mixer, be transported to the job site with tank car or tipping lorry, with tank car or manually add in the wet shot machine;
Step 2 is delivered to nozzle place with concrete mix by defeated material flexible pipe with compressed air;
Step 3 adds 1-4 times water dilution with the liquid accelerator of ormal weight, enters atomizer by measuring pump, is ejected into after the liquid accelerator after with compressed air atomizer being atomized is delivered to the nozzle place simultaneously and concrete mix is mixed to be subjected on the spray plane.
Method of the present invention can significantly reduce the consumption of commodity liquid accelerator, reduces the sprayed mortar cost, improves 28 days intensity indexs of sprayed mortar.
Description of drawings
Fig. 1 is existing wet spraying concrete construction process flow chart;
Fig. 2 is existing dry method construction of shotcrete process chart;
Fig. 3 is existing damp method construction of shotcrete process chart;
Fig. 4 is single metering pump of the present invention, single atomizer accelerating admixture adding method schematic diagram;
Fig. 5 is the two measuring pumps of the present invention, two atomizer accelerating admixture adding method schematic diagram.
The present invention is described in further detail below in conjunction with embodiment that accompanying drawing and inventor provide.
The specific embodiment
Employing liquid accelerator of the present invention carries out the job practices of sprayed mortar, construction equipment comprises mixer, transport vehicle, wet shot machine, the wet shot machine is connected with nozzle by defeated material flexible pipe, construction equipment also comprises measuring pump and the atomizer that links to each other with measuring pump, atomizer is connected on defeated material flexible pipe and the nozzle by pipeline, and concrete construction comprises the following steps:
Step 1 is at first made concrete mix in mixer, be transported to the job site with tank car or tipping lorry, with tank car or manually add in the wet shot machine;
Step 2 is delivered to nozzle place with concrete mix by defeated material flexible pipe with compressed air;
Step 3,1/2 to 3/4 liquid accelerator of ormal weight is added 1-4 water dilution doubly, obtain liquid accelerator, liquid accelerator enters atomizer by measuring pump, is ejected into after the liquid accelerator after with compressed air atomizer being atomized is delivered to the nozzle place simultaneously and concrete mix is mixed to be subjected on the spray plane.
The present liquid basified accelerating admixture of commodity (main component is an alkali metal aluminate), alkali content is all greater than 15%, to different cement dosages is that 2%-6% can reach Chinese building material industry standard JC477-2005 technical requirements, but 28 days intensity indexs, when the big plate of spray, can reach requirement of strength reluctantly, and core boring sampling intensity does not often reach designing requirement in actual ejection.And the accelerating admixture dosage is little can not satisfy just that knot coagulates requirement, if dosage strengthens, then intensity index loss in 28 days is excessive.The applicant finds through laboratory research and field trial, after existing commodity alkalescence accelerating admixtures (main component is an alkali metal aluminate) are added 1-4 water dilution doubly, add in the sprayed mortar with identical dosage, compare with the accelerating admixture of thin up not, has more obvious rapid hardening effect, liquid accelerator after promptly diluting is final setting time even also faster than original undiluted accelerating admixture just, and intensity index all can reach more than 85% of blank sample in 28 days, can reduce the consumption of accelerating admixture like this.The present invention adds 1/2 to 3/4 of existing commodity liquid accelerator use amount 1-4 water dilution doubly at the construction field (site), join in the sprayed mortar then, the dosage of liquid accelerator can reduce to 1/2 to 1/4 of original dosage, and first final setting time is obviously faster than undiluted accelerating admixture; Because alkali content reduces, so 28 days intensity indexs significantly improve, can reach more than 85% of blank test.
It is more than 3 months that present commodity alkalescence accelerating admixture is stablized storage period, if add 1-4 water doubly therein, owing to destroyed chemical balance, causes the backward reaction generation, generates aluminum hydroxide precipitation.So the accelerating admixture less stable after the dilution, period of storage 6h-24h.Obviously the accelerating admixture after the dilution should not be sold as the commodity accelerating admixture, only is suitable for diluting at the construction field (site) the back and uses the same day, and thinner ratio is that 1.5-3.5 doubly can obtain best result of use.
The method of different dilutions does not hinder enforcement of the present invention.
Experimental result and site operation show, simple minimizing commodity liquid accelerator (mainly being alkali metal aluminate) consumption is the effect that can't reach above dilution back accelerating admixture.
Need to prove that method of the present invention is also not obvious to the alkali-free liquid accelerator effect, but does not limit the application of this method in alkali-free liquid accelerator.
Experiment showed, that the consumption that only reduces accelerating admixture can not reduce the rebound degree of sprayed mortar, the rebound degree of sprayed mortar is relevant with many factors, as spraying the workability of blast, angle, accelerating admixture consumption, mix, the technology of operator etc.Job practices of the present invention is to suppose can effectively reduce the resilience of sprayed mortar under the identical situation of accelerating admixture consumption, or under identical rebound degree, can reduce the consumption of accelerating admixture under all identical situation of aforementioned condition.
Other conditions identical situation under, the rebound degree of sprayed mortar and the denseness of sprayed mortar are inversely proportional to, the little then rebound degree of denseness is big, denseness greatly then resilience is little.At present, liquid accelerator all is to add in the sprayed mortar (as Fig. 1,2,3) at the nozzle place, accelerating admixture mixes the back with mix very short to being sprayed onto the time that is subjected to spray plane, about about 0.2s, so the cement reaction time in accelerating admixture and the mix is very short, the sprayed mortar thickening of also not condensing, part accelerating admixture are wrapped and do not participate in reaction and promptly be sprayed onto and be subjected on the spray plane, thereby cause rebound degree excessive.
Accelerating admixture adding method of the present invention is exactly the reaction time that will increase accelerating admixture and mix, makes to be ejected into after the sprayed mortar thickening to be subjected on the spray plane, thereby reduces the rebound degree of sprayed mortar.
Specific embodiment is shown in Fig. 4,5, on the delivery hose between spraying machine and the nozzle, increase the adding point of place's liquid accelerator, adding point can be any point on the flexible pipe between spraying machine and the nozzle, but should be more than 1 meter apart from nozzle, the method and apparatus that adds is identical with the nozzle place, can also can be with two measuring pumps and two atomizers (Fig. 5) with a measuring pump, atomizer.Be more convenient for controlling (Fig. 4) with measuring pump, an atomizer, the adding point that increases is identical with a dosage that adds point with the adding point accelerating admixture dosage at nozzle place, to the carrier pipe between the nozzle, also can increase 2-3 adding point at spraying machine, though equipment and the comparatively complexity that control will become do not influence enforcement of the present invention.
Also can cancel the adding point at nozzle place, only add liquid accelerator and also can achieve the goal at defeated material flexible pipe place.
This adding method be equivalent to mix at first with the accelerating admixture that adds in half react, and then react with second half accelerating admixture, increased the reaction time of accelerating admixture and mix, make mix not produce parcel, the mix thickening is good, and resilience is little.
Increase the adding point of liquid accelerator at defeated material flexible pipe place, may bring the risk of sprayed mortar plugging, this risk is mainly from unexpected power failure, blowing-out.If taking place, accidents such as power failure suddenly, blowing-out should pull down cleaning with failing the material flexible pipe rapidly.
This job practices that commodity liquid accelerator thin up is added then the sprayed mortar of the extremely defeated material flexible pipe of liquid accelerating admixture adding point by measuring pump of the present invention, can reduce the consumption of accelerating admixture significantly, significantly reduce the rebound degree and the loss of strength of sprayed mortar, improve the durability of sprayed mortar, increase the intensity (core boring sampling intensity) of sprayed mortar.Be a kind of high efficiency, low cost, easy-operating novel injection concrete construction method.
Certainly, also can adopt the low-alkali liquid quick-setting agent of the special preparation of applicant, this low-alkali liquid quick-setting agent by alkali metal aluminate and thinner in 1: the ratio of (1～6) is mixed into; More excellent proportioning is: 1 part of alkali metal aluminate adds 1-4 times of thinner.
Alkali metal aluminate is made up of following raw materials by weight:
Aluminium hydroxide: 20%～70%, alkali metal hydroxide: 15%～50%, surplus is a water;
Thinner is made up of following raw materials by weight:
Hydrofluoric acid: 2%～30%, metal hydroxides 4%～25%, surplus is a water; Or
Fluosilicic acid: 2%～30%, metal hydroxides 3%～25%, surplus is a water; Or
Alkanolamine: 3%～25%, organic acid or inorganic acid: 3%～25%, surplus is a water.
The preferred weight percent of aluminium hydroxide is 30%～55%.Alkali metal hydroxide preferred weight percent 20%～30%.
Alkali metal hydroxide can be potassium hydroxide, lithium hydroxide, NaOH, preferably meets the technical grade certified products or the primes of national standard.
Alkanolamine is triethanolamine, diethanol amine, monoethanolamine and their derivative; Described organic acid is stearic acid, oleic acid, lactic acid, tripolyphosphate or hexa metaphosphoric acid.
The alkali content of above-mentioned low-alkali liquid quick-setting agent is between 3%～6%, and is good to cement adaptability, can be widely used in the various model cement, and as portland cement, Portland cement, high-early (strength) cement, super-early strength cement, moderate heat cement and low head of hydratation cement etc.Its consumption accounts for the technical requirements that 2%～6% of the cement water yield in the sprayed mortar can reach Chinese building material industry standard JC477-2005, and concrete dosage should be determined according to experiment with used cement.
Aluminium hydroxide, alkali metal hydroxide, water by above proportioning, are added the vessel in heating certain hour.Can obtain alkali metal aluminate.The used container of synthetic reaction can be that open container can be a sealed container also, or takes back the reactor of stream device, preferably takes back the reactor of stream device.Mode of heating can be the naked light heating, electrical heating or the heating of steam chuck, preferably by reacting kettle jacketing water steam heated, reaction temperature can be controlled between 80 ℃～140 ℃, preferred temperature is 90 ℃～130 ℃, reaction time is controlled between the 20min to 5h, preferred reaction time 30min to 2h.
Method of the present invention is particularly suitable for the wet spraying concrete, also is suitable for dry method, the construction of shotcrete method when damp method is used liquid accelerator.
Claims (8)
1. job practices of using liquid accelerator to carry out sprayed mortar, the construction equipment of this method comprises mixer, transport vehicle, wet shot machine, the wet shot machine is connected with nozzle by defeated material flexible pipe, it is characterized in that, construction equipment also comprises measuring pump and the atomizer that links to each other with measuring pump, atomizer is connected on defeated material flexible pipe and the nozzle by pipeline, and concrete construction comprises the following steps:
Step 1 is at first made concrete mix in mixer, be transported to the job site with tank car or tipping lorry, with tank car or manually add in the wet shot machine;
Step 2 is delivered to nozzle place with concrete mix by defeated material flexible pipe with compressed air;
Step 3,1/2 to 3/4 liquid accelerator of ormal weight is added 1-4 water dilution doubly, enter atomizer by measuring pump, be ejected into after with compressed air the liquid accelerator after the atomizer atomizing being delivered to defeated material flexible pipe and nozzle place simultaneously and concrete mix is mixed and be subjected on the spray plane.
2. the method for claim 1 is characterized in that, described measuring pump and atomizer have 2 covers respectively.
3. the method for claim 1 is characterized in that, described liquid accelerator is a low-alkali liquid quick-setting agent.
4. method as claimed in claim 3 is characterized in that, described low-alkali liquid quick-setting agent by alkali metal aluminate and thinner in 1: the ratio of (1～6) is mixed into;
Alkali metal aluminate is made up of following raw materials by weight:
Aluminium hydroxide: 20%～70%, alkali metal hydroxide: 15%～50%, surplus is a water;
Thinner is made up of following raw materials by weight:
Hydrofluoric acid: 2%～30%, metal hydroxides 4%～25%, surplus is a water; Or
Fluosilicic acid: 2%～30%, metal hydroxides 3%～25%, surplus is a water; Or
Alkanolamine: 3%～25%, organic acid or inorganic acid: 3%～25%, surplus is a water.
5. method as claimed in claim 4 is characterized in that, described aluminium hydroxide is 30%～55%, and alkali metal hydroxide is 20%～30%, and surplus is a water.
6. method as claimed in claim 4 is characterized in that, described alkali metal hydroxide is potassium hydroxide, lithium hydroxide or NaOH.
7. method as claimed in claim 4 is characterized in that, described metal hydroxides is NaOH, potassium hydroxide, aluminium hydroxide or magnesium hydroxide.
8. method as claimed in claim 4 is characterized in that, described alkanolamine is triethanolamine, diethanol amine, monoethanolamine and their derivative; Described organic acid is stearic acid, oleic acid, lactic acid, tripolyphosphate or hexa metaphosphoric acid.
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| CNB2007100184630A CN100570127C (en) | 2007-08-14 | 2007-08-14 | A kind of job practices that adopts liquid quick coagulator for injecting concrete |
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| CN102359275A (en) * | 2011-09-30 | 2012-02-22 | 石家庄铁道大学 | Concrete pouring fast construction method |
| CN103510967A (en) * | 2013-10-12 | 2014-01-15 | 中联重科股份有限公司 | Telescopic boom and concrete sprayer |
| CN104141498A (en) * | 2014-06-05 | 2014-11-12 | 长安大学 | High-performance construction device for spraying concrete with wet method and construction method of construction device |
| CN104193212A (en) * | 2014-08-18 | 2014-12-10 | 刘翠芬 | Low-resilience and low-alkaline liquid accelerator for sprayed concrete and preparation method thereof |
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| CN105089274A (en) * | 2014-05-22 | 2015-11-25 | 郑州三迪建筑科技有限公司 | Spraying building robot in fully mechanical wall building construction system |
| CN105775786A (en) * | 2016-05-31 | 2016-07-20 | 济宁矿业集团海纳科技机电设备制造有限公司 | Sprayed concrete material conveying and mixing system |
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| CN105829612A (en) * | 2013-12-19 | 2016-08-03 | 江原大学校产学协力团 | Slope reinforcing method using high-performance shotcrete |
| CN106517871A (en) * | 2016-11-29 | 2017-03-22 | 广西大学 | Concrete accelerator and preparation method thereof |
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| CN102359275B (en) * | 2011-09-30 | 2013-06-12 | 石家庄铁道大学 | Concrete pouring fast construction method |
| CN102359275A (en) * | 2011-09-30 | 2012-02-22 | 石家庄铁道大学 | Concrete pouring fast construction method |
| CN103510967B (en) * | 2013-10-12 | 2015-12-23 | 中联重科股份有限公司 | Telescopic jib and concrete sprayer |
| CN103510967A (en) * | 2013-10-12 | 2014-01-15 | 中联重科股份有限公司 | Telescopic boom and concrete sprayer |
| CN105829612B (en) * | 2013-12-19 | 2018-06-05 | 江原大学校产学协力团 | Strengthen method using the side slope of high property spray concrete |
| CN105829612A (en) * | 2013-12-19 | 2016-08-03 | 江原大学校产学协力团 | Slope reinforcing method using high-performance shotcrete |
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| CN104141498A (en) * | 2014-06-05 | 2014-11-12 | 长安大学 | High-performance construction device for spraying concrete with wet method and construction method of construction device |
| CN104193212A (en) * | 2014-08-18 | 2014-12-10 | 刘翠芬 | Low-resilience and low-alkaline liquid accelerator for sprayed concrete and preparation method thereof |
| CN104912572A (en) * | 2015-06-24 | 2015-09-16 | 淮南矿业(集团)有限责任公司 | Guniting device |
| CN106986072A (en) * | 2016-01-20 | 2017-07-28 | Hiki6投资公司 | Modularization movable type batch mixing packing method and equipment |
| CN105817357A (en) * | 2016-04-25 | 2016-08-03 | 福州市尊品建设工程有限公司 | Uniform mixing type concrete injection device |
| CN105775786A (en) * | 2016-05-31 | 2016-07-20 | 济宁矿业集团海纳科技机电设备制造有限公司 | Sprayed concrete material conveying and mixing system |
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| CN110566234A (en) * | 2019-09-24 | 2019-12-13 | 陕西金石混凝土科技发展有限公司 | Wet-process concrete spraying pneumatic spraying method |
| CN112521070A (en) * | 2021-01-27 | 2021-03-19 | 中铁岩锋成都科技有限公司 | Early high-strength sprayed concrete slurry, early high-strength sprayed concrete and construction method thereof |
| CN113338626A (en) * | 2021-06-16 | 2021-09-03 | 大连学庆铭锋数控技术有限公司 | Concrete injection device capable of simultaneously stirring, extruding and injecting materials |
| CN113338626B (en) * | 2021-06-16 | 2022-07-01 | 大连学庆铭锋数控技术有限公司 | Concrete injection device capable of simultaneously stirring, extruding and injecting materials |
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| CN100570127C (en) | 2009-12-16 |
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