WO2023231058A1 - 一种用于x射线检测灌浆密实度的水泥基灌浆料及其制备方法 - Google Patents

一种用于x射线检测灌浆密实度的水泥基灌浆料及其制备方法 Download PDF

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WO2023231058A1
WO2023231058A1 PCT/CN2022/097509 CN2022097509W WO2023231058A1 WO 2023231058 A1 WO2023231058 A1 WO 2023231058A1 CN 2022097509 W CN2022097509 W CN 2022097509W WO 2023231058 A1 WO2023231058 A1 WO 2023231058A1
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grouting
component
cement
ray
ray detection
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PCT/CN2022/097509
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English (en)
French (fr)
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邓昌福
余地华
陈伟
李松
赖国梁
李秋
唐佩
廖聪
张海龙
许贵传
陈煌勇
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中建三局集团有限公司
武汉理工大学
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Publication of WO2023231058A1 publication Critical patent/WO2023231058A1/zh

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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
    • C04B28/04—Portland cements
    • 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
    • C04B22/00—Use of inorganic materials as active ingredients for mortars, concrete or artificial stone, e.g. accelerators, shrinkage compensating agents
    • C04B22/02—Elements
    • 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
    • C04B22/00—Use of inorganic materials as active ingredients for mortars, concrete or artificial stone, e.g. accelerators, shrinkage compensating agents
    • C04B22/06—Oxides, Hydroxides
    • 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
    • C04B2111/00474—Uses not provided for elsewhere in C04B2111/00
    • C04B2111/00991—Uses not provided for elsewhere in C04B2111/00 for testing
    • 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
    • C04B2111/70—Grouts, e.g. injection mixtures for cables for prestressed concrete
    • 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
    • Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02W—CLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
    • Y02W30/00—Technologies for solid waste management
    • Y02W30/50—Reuse, recycling or recovery technologies
    • Y02W30/91—Use of waste materials as fillers for mortars or concrete

Definitions

  • the invention belongs to the technical field of non-destructive testing, and particularly relates to a cement-based grouting material used for X-ray detection of grouting density and a preparation method thereof.
  • prefabricated buildings have received strong support from the Chinese government.
  • Prefabricated buildings have become the mainstream development direction of the current construction industry and the general trend of the future construction industry.
  • the connection part of prefabricated components is a key technology for the stability of the building structure.
  • the main method of connecting prefabricated components is steel sleeve grouting connection. Therefore, the grouting density inside the building structure during the construction process has become the main factor affecting the reliability of the nodes.
  • the steel sleeve grouting connection node is in a closed space, it is difficult to judge the grouting density and fullness.
  • the present invention proposes a cement-based grouting material for X-ray detection of grouting density and a preparation method thereof.
  • the present invention provides a cement-based grouting material for X-ray detection of grouting density and a preparation method thereof.
  • the cement-based grouting material for X-ray detection of grouting density and its preparation method are designed It is reasonable to use one or a combination of tungsten oxide and lead oxide heavy metal oxide powder as the X-ray photon absorption component to improve the X-ray attenuation coefficient of the grouting material and enhance the difference in gray value between the dense part and the hollow part of the grouting, which can Solve the problem of small difference in X-ray absorption capacity between the dense part and the hollow part of traditional grouting.
  • a cement-based grouting material for X-ray detection of grouting density including a cementitious material component, an aggregate component, an admixture component, Admixture components and X-ray absorption components
  • the cementing material component uses ordinary Portland cement
  • the aggregate component uses river sand or manufactured sand
  • the admixture component uses silica fume
  • the said It is a special grouting material with good properties and strong X-ray absorption performance.
  • the cementitious material Components and aggregate components are the main source of the strength of the grouting material.
  • X-rays are effectively absorbed. Due to the addition of X-ray absorbing components, the grouting material improves the strength after hardening. The X-ray absorption ability of the grouting material, and on this basis, improves the early strength without affecting the early fluidity.
  • the formula ratio is 6000-6500 parts of cementitious material components, 3000-3500 parts of aggregate components, 70-75 parts of admixture components, 45-50 parts of admixture components, and 1000 parts of X-ray absorption components. -1200 copies.
  • the cementing material component adopts P.O.52.5 ordinary Portland cement
  • the aggregate component adopts a mixture of river sand or machine-made sand with a particle size of 2mm-3mm
  • the admixture component adopts granulated sand.
  • the admixture component includes a superplasticizer and an early strength agent
  • the X-ray absorption component is one of metal oxide powder tungsten oxide, lead oxide or a combination thereof; Graphene-based materials.
  • the superplasticizer is a polycarboxylate water-reducing agent.
  • the early strengthening agent is triethanolamine.
  • a method for preparing cement-based grouting material for X-ray detection of grouting density is as follows:
  • Step 1 Weigh the cementitious material components and aggregate components according to the proportions, and mix them evenly.
  • the specific process is: turn on the cement slurry mixer to slowly stir the resulting mixed system for 5 minutes, and gradually add X during the slow stirring process. After adding the radiation absorbing components, start rapid stirring for 1 minute;
  • Step 2 Add water and stir to form a slurry.
  • the mass of water added is 0.13-0.17 of the sum of the mass of the cementitious material component and the aggregate component.
  • the mixing process is as follows: start the cement slurry mixer and slowly stir the resulting mixed system for 0.5 minutes. Gradually add water during the slow mixing process. After the addition, start rapid stirring for 3.5 minutes;
  • Step 3 Use a high-pressure grouting machine to pour the prepared grouting slurry into the sleeve inside the prefabricated component, and use a rubber hammer to continuously tap around the pouring hole to facilitate the penetration of the grouting material;
  • Step 4 Use X-ray photography equipment to take pictures of the grouting area of the wall, and judge the specific grouting quality through the difference in gray value.
  • the rotation speed of the stirring blade is 140 r/min and the revolution speed is 62 r/min during slow stirring, and the rotation speed of the stirring blade is 285 r/min and the revolution speed is 125 r/min during fast stirring.
  • the rotation speed of the stirring blade is 140 r/min and the revolution speed is 62 r/min during slow stirring, and the rotation speed of the stirring blade is 285 r/min and the revolution speed is 125 r/min during fast stirring.
  • This cement-based grouting material used for X-ray detection of grouting density uses one or a combination of tungsten oxide and lead oxide heavy metal oxide powder as the X-ray photon absorption component to increase the X-ray attenuation coefficient of the grouting material. Enhancing the difference in gray value between the dense grouting part and the hollow part can solve the problem of the small difference in X-ray absorption capabilities between the traditional grouting dense part and the hollow part.
  • This cement-based grouting material used for X-ray detection of grouting density uses graphene-based materials as X-ray photon absorption and reflection materials.
  • Graphene-based materials have a large specific surface area and are highly adsorbent to metal oxide powders. Incident X-rays are reflected multiple times in the interlayer structure of graphene-based materials, and the reflected X-rays can be absorbed by metal oxide powder particles evenly attached to the graphene-based material layer, improving the absorption effect of X-rays.
  • This graphene-based grouting material used for X-ray detection of grouting density has a synergistic effect with heavy metal oxide powder. After the metal elements in the heavy metal oxide absorb high-energy photons, the atoms change from the ground state to the excited state. , then in order to maintain the stability of the atom, the outer electrons transition to the inner layer, releasing photons of a specific wavelength.
  • the graphene-like material produces a thermal effect under the action of electromagnetic waves of a specific wavelength.
  • the energy source of the thermal effect is incident X-ray photons and heavy metal oxidation.
  • the photon energy released by the object further improves the X-ray absorption ability.
  • the thermal effect can also promote the early hydration reaction of the cementitious material and enhance the early strength of the grouting material.
  • Figure 1 is a schematic diagram of the formula of a cement-based grouting material used for X-ray detection of grouting density.
  • a cement-based grouting material used for X-ray detection of grouting density and its preparation method which is implemented according to the following steps:
  • Step 1 Weigh the raw materials.
  • Each raw material and its dosage are: 6000g ordinary Portland cement, 3500g river sand, 750g silica fume, 375g superplasticizer, 90g early strength agent, 500g lead oxide, 500g tungsten oxide, 200g Graphene-based materials.
  • Step 2 Mixing and grouting method: Pour the weighed powder ingredients into the mixer and mix evenly. Pour 1235g of water into the mixer. After all the water is added, stir the mixer slowly for 1 minute and quickly for 3 minutes. Make the slurry have good fluidity.
  • Step 3 The grout is poured into the sleeve inside the building structure. After the grout hardens, the grouting density can be detected using X-ray detection. The difference in X-ray absorption capabilities between the modified grouting material and the grouting cavity increases. It is large and can produce relatively obvious contrast under the high voltage of the X-ray tube, so that the grayscale difference between the dense grouting part and the grouting cavity part on the image can be clearly distinguished.
  • a cement-based grouting material used for X-ray detection of grouting density and its preparation method which is implemented according to the following steps:
  • Step 1 Weigh the raw materials.
  • Each raw material and its dosage are: 6500g ordinary Portland cement, 3000g river sand, 700g silica fume, 375g superplasticizer, 75g early strength agent, 900g tungsten oxide, 100g graphene material. .
  • Step 2 Mixing and grouting method. Pour the weighed powder ingredients into the mixer and mix evenly. Pour 1425g of water into the mixer. After all the water is added, stir the mixer slowly for 1 minute and quickly for 3 minutes to make the slurry. The body has good fluidity.
  • Step 3 The grout is poured into the sleeve inside the building structure. After the grout hardens, the grouting density can be detected using X-ray detection. The difference in X-ray absorption capabilities between the modified grouting material and the grouting cavity increases. It is large and can produce relatively obvious contrast under the high voltage of the X-ray tube, so that the grayscale difference between the dense grouting part and the grouting cavity part on the image can be clearly distinguished.
  • a cement-based grouting material used for X-ray detection of grouting density and its preparation method which is implemented according to the following steps:
  • Step 1 Weigh the raw materials.
  • Each raw material and its dosage are: 6200g ordinary Portland cement, 3300g river sand, 720g silica fume, 400g superplasticizer, 100g early strength agent, 1000g lead oxide, 50g graphene material. .
  • Step 2 Mixing and grouting method: Pour the weighed powder ingredients into the mixer and mix evenly. Pour 1805g of water into the mixer. After all the water is added, stir the mixer slowly for 1 minute and quickly for 3 minutes to make the slurry The body has good fluidity.
  • Step 3 The grout is poured into the sleeve inside the building structure. After the grout hardens, the grouting density can be detected using X-ray detection. The difference in X-ray absorption capabilities between the modified grouting material and the grouting cavity increases. It is large and can produce relatively obvious contrast under the high voltage of the X-ray tube, so that the grayscale difference between the dense grouting part and the grouting cavity part on the image can be clearly distinguished.
  • the graphene material is removed based on Example 1, and only lead oxide is used as the X-ray absorption component. Comparative ratio.
  • the raw materials and their dosage are: 6500g ordinary Portland cement, 3000g river sand, 750g silica fume, 375g superplasticizer, 90g early strength agent, 1200g lead oxide.
  • the metal oxide powder is removed based on Example 1, and only the graphene-based material is used as the X-ray absorbing component. For comparison.
  • the raw materials and their dosage are: 6500g ordinary Portland cement, 3500g river sand, 750g silica fume, 375g superplasticizer, 90g early strength agent, 1200g graphene material.

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Abstract

一种用于X射线检测灌浆密实度的水泥基灌浆料及其制备方法，包括如下步骤，包括胶凝材料组分、骨料组分、掺合料组分、外加剂组分和X射线吸收组分，所述胶凝材料组分采用普通硅酸盐水泥，所述骨料组分采用河砂或者机制砂，所述掺合料组分采用硅灰，所述X射线吸收组分采用一种或几种金属氧化物粉末和石墨烯类材料。该用于X射线检测灌浆密实度的水泥基灌浆料及其制备方法设计合理，采用氧化钨、氧化铅重金属氧化物粉末中的一种或其组合作为X射线光子吸收组分，提高灌浆料的X射线衰减系数，增强灌浆密实部分和空洞部分的灰度值差异，能够解决传统灌浆密实部分与空洞部分X射线吸收能力差异小的问题。

Description

一种用于X射线检测灌浆密实度的水泥基灌浆料及其制备方法 技术领域
本发明属于无损检测技术领域，特别涉及一种用于X射线检测灌浆密实度的水泥基灌浆料及其制备方法。
背景技术
装配式建筑作为一种新型的建造方式，得到了我国政府的大力支持。装配式建筑已经成为现在建筑行业的主流发展方向，是未来建筑行业的大势所趋。在装配式建筑中，预制构件的连接部分是建筑结构稳定性的关键技术，目前，在建筑行业的工程应用中，预制构件连接的方式主要为钢筋套筒灌浆连接。因此，施工过程中建筑结构内部的灌浆密实度成为影响节点可靠性的主要因素。然而，由于钢筋套筒灌浆连接节点处于密闭空间内，灌浆密实度与饱满度的判别较为困难。
想要准确地判断建筑结构内部灌浆部分的灌浆密实度，目前仍缺少一种可靠性高，操作简单，适用范围广的检测方法。一些研究人员提出利用X射线拍照方法检测建筑结构内部灌浆部分的灌浆密实度。X射线成像方法在工业无损检测，医学治疗等方面的应用已经较为成熟，但如果应用在灌浆密实度的检测中，还存在诸多限制条件，其中最主要的问题是灌浆密实部分与空洞部分灰度值差异不足，检测的可靠性无法保证，为此，本发明提出一种用于X射线检测灌浆密实度的水泥基灌浆料及其制备方法。
发明内容
为了解决现有技术存在的问题，本发明提供了一种用于X射线检测灌浆密实度的水泥基灌浆料及其制备方法，该用于X射线检测灌浆密实度的水泥基灌浆料及其制备方法设计合理，采用氧化钨、氧化铅重金属氧化物粉末中的一种或其组合作为X射线光子吸收组分，提高灌浆料的X射线衰减系数，增强灌浆密实部分和空洞部分的灰度值差异，能够解决传统灌浆密实部分与 空洞部分X射线吸收能力差异小的问题。
为了实现上述目的，本发明是通过如下的技术方案来实现：一种用于X射线检测灌浆密实度的水泥基灌浆料，包括胶凝材料组分、骨料组分、掺合料组分、外加剂组分和X射线吸收组分，所述胶凝材料组分采用普通硅酸盐水泥，所述骨料组分采用河砂或者机制砂，所述掺合料组分采用硅灰，所述X射线吸收组分采用一种或几种金属氧化物粉末和石墨烯类材料，所述金属氧化物粉末采用氧化钨、氧化铅、氧化铁和氧化镍，获得一种早期强度高，早期流动性好，对X射线吸收性能强的特种灌浆料，在加水拌合，形成浆体后，金属氧化物粉末和石墨烯类材料均匀地分布在浆体中，待浆体硬化后，胶凝材料组分和骨料组分为该灌浆料强度的主要来源，通过金属氧化物粉末和石墨烯类材料的协同作用有效吸收X射线，该灌浆料由于加入了X射线吸收组分，提升了硬化后灌浆料的X射线吸收能力，并且在此基础之上，提高了早期强度，不影响早期流动性。
进一步的，配方比例为胶凝材料组分6000-6500份，骨料组分3000-3500份，掺合料组分70-75份，外加剂组分45-50份，X射线吸收组分1000-1200份。
进一步的，所述胶凝材料组分采用P.O.52.5普通硅酸盐水泥，所述骨料组分采用粒径为2mm-3mm的河砂或机制砂的混合，所述掺合料组分采用粒径在0.5μm以内的硅灰，所述外加剂组分包括超塑化剂和早强剂，所述X射线吸收组分为金属氧化物粉末氧化钨、氧化铅中的一种或其组合以及石墨烯类材料。
进一步的，所述超塑化剂为聚羧酸减水剂。
进一步的，所述早强剂为三乙醇胺。
一种用于X射线检测灌浆密实度的水泥基灌浆料的制备方法，具体步骤如下：
步骤一：按照配比称取胶凝材料组分和骨料组分，并均匀混合，具体的工艺为：开启水泥净浆搅拌机对所得混合体系进行5min的慢搅，慢搅拌过程中逐渐加入X射线吸收组分，加完之后，开启快速搅拌1min；
步骤二：加水搅拌形成浆体，加入水的质量为胶凝材料组分和骨料组分质量之和的0.13-0.17。搅拌工艺为：开启水泥净浆搅拌机对所得混合体系进行0.5min的慢搅，慢搅拌过程中逐渐加入水，加完之后，开启快速搅拌3.5min；
步骤三：用高压灌浆机将调配好的灌浆料浆体灌入预制构件内部的套筒中，并使用橡胶锤不断敲打灌注孔周围，有利于灌浆料的渗透；
步骤四：使用X射线照相技术设备对墙体灌浆处进行拍照，通过灰度值的差异判断灌浆质量具体情况。
进一步的，所述步骤一中，慢搅时搅拌叶片自转速度为140r/min、公转速度62r/min，快速搅拌时搅拌叶片自转速度为285r/min、公转速度125r/min。
进一步的，所述步骤二中，慢搅时搅拌叶片自转速度为140r/min、公转速度62r/min，快速搅拌时搅拌叶片自转速度为285r/min、公转速度125r/min。
本发明的有益效果：
1、此用于X射线检测灌浆密实度的水泥基灌浆料采用氧化钨、氧化铅重金属氧化物粉末中的一种或其组合作为X射线光子吸收组分，提高灌浆料的X射线衰减系数，增强灌浆密实部分和空洞部分的灰度值差异，能够解决传统灌浆密实部分与空洞部分X射线吸收能力差异小的问题。
2、此用于X射线检测灌浆密实度的水泥基灌浆料采用石墨烯类材料作为X射线光子吸收与反射材料，石墨烯类材料比表面积大，对金属氧化物粉末吸附性很强。入射X射线在石墨烯类材料层间结构中发生多次反射，反射的X射线又可被均匀附着在石墨烯类材料层的金属氧化物粉末微颗粒吸收，提高对X射线的吸收效果。
3、此用于X射线检测灌浆密实度的水泥基灌浆料石墨烯类材料和重金属氧化物粉末具有协同作用，重金属氧化物中的金属元素在吸收高能量光子之后，原子从基态转变为激发态，随后为了保持原子的稳定性，外层电子向内层跃迁，释放出特定波长的光子，石墨烯类材料在特定波长的电磁波作用下产生热效应，热效应的能量来源为入射X射线光子以及重金属氧化物释放后的光子能量，进一步提高了对X射线吸收能力。热效应也可促进胶凝材料早期的水化反应，增强了灌浆料早期强度。
附图说明
图1为一种用于X射线检测灌浆密实度的水泥基灌浆料的配方示意图。
具体实施方式
为使本发明实现的技术手段、创作特征、达成目的与功效易于明白了解，下面结合具体实施方式，进一步阐述本发明。
请参阅图1，本发明提供一种技术方案：下述各实施例、应用实施例及应用对比例中所述实验方法如无特殊说明，均为常规方法；所述试剂和材料，如无特殊说明，均可在市场上购买得到。
实施例1
一种用于X射线检测灌浆密实度的水泥基灌浆料及其制备方法，按以下步骤实施：
步骤一：原料的称取，各原料及其用量为：6000g普通硅酸盐水泥，3500g河砂，750g硅灰，375g超塑化剂，90g早强剂，500g氧化铅，500g氧化钨，200g石墨烯类材料。
步骤二：混料及灌浆方法，将称好的粉体配料倒入搅拌机内混合均匀，将1235g水倒入搅拌机内，待水全部加入进去后，搅拌机慢搅1分钟，快搅3分钟。使浆体具有良好的流动性。
步骤三：浆体灌入建筑结构内部的套筒，待浆体硬化后，便可利用X射 线检测法检测灌浆密实度，经过改性后的灌浆料与灌浆空洞部分对X射线吸收能力差异增大，在X射线管的高电压下也可产生较为明显的对比，使得图像上的灌浆密实部分和灌浆空洞部分的灰度差异能够得到明显区分。
实施例2
一种用于X射线检测灌浆密实度的水泥基灌浆料及其制备方法，按以下步骤实施：
步骤一：原料的称取，各原料及其用量为：6500g普通硅酸盐水泥，3000g河砂，700g硅灰，375g超塑化剂，75g早强剂，900g氧化钨，100g石墨烯类材料。
步骤二：混料及灌浆方法，将称好的粉体配料倒入搅拌机内混合均匀，将1425g水倒入搅拌机内，待水全部加入进去后，搅拌机慢搅1分钟，快搅3分钟，使浆体具有良好的流动性。
步骤三：浆体灌入建筑结构内部的套筒，待浆体硬化后，便可利用X射线检测法检测灌浆密实度，经过改性后的灌浆料与灌浆空洞部分对X射线吸收能力差异增大，在X射线管的高电压下也可产生较为明显的对比，使得图像上的灌浆密实部分和灌浆空洞部分的灰度差异能够得到明显区分。
实施例3：
一种用于X射线检测灌浆密实度的水泥基灌浆料及其制备方法，按以下步骤实施：
步骤一：原料的称取，各原料及其用量为：6200g普通硅酸盐水泥，3300g河砂，720g硅灰，400g超塑化剂，100g早强剂，1000g氧化铅，50g石墨烯类材料。
步骤二：混料及灌浆方法，将称好的粉体配料倒入搅拌机内混合均匀，将1805g水倒入搅拌机内，待水全部加入进去后，搅拌机慢搅1分钟，快搅3分钟，使浆体具有良好的流动性。
步骤三：浆体灌入建筑结构内部的套筒，待浆体硬化后，便可利用X射线检测法检测灌浆密实度，经过改性后的灌浆料与灌浆空洞部分对X射线吸收能力差异增大，在X射线管的高电压下也可产生较为明显的对比，使得图像上的灌浆密实部分和灌浆空洞部分的灰度差异能够得到明显区分。
对比例1
为进一步说明X射线组分在本发明中对灌浆料的X射线吸收能力的改进作用，在实施例1的基础上去掉石墨烯类材料，仅仅使用氧化铅作为X射线吸收组分，以此为对比例。
本对比例的具体配比如下：
各原料及其用量为：6500g普通硅酸盐水泥，3000g河砂，750g硅灰，375g超塑化剂，90g早强剂，1200g氧化铅。
此对比例的后续步骤与实施例1相同。
对比例2
为进一步说明X射线组分在本发明中石墨烯类材料和氧化铅的协同作用，在实施例1的基础上去掉金属氧化物粉末，仅仅使用石墨烯类材料作为X射线吸收组分，以此为对比例。
本对比例的具体配比如下：
各原料及其用量为：6500g普通硅酸盐水泥，3500g河砂，750g硅灰，375g超塑化剂，90g早强剂，1200g石墨烯类材料。
此对比例的后续步骤与实施例1相同。
对比例3
为进一步说明X射线组分在本发明中石墨烯类材料和氧化铅的协同作用，在实施例1的基础上用细砂替代X射线吸收组分，以此为对比例。
本对比例的具体配比如下：
6500g普通硅酸盐水泥，4700g河砂，750g硅灰，375g超塑化剂，90g 早强剂。
此对比例的后续步骤与实施例1相同。
将实施例1-3及对比例1-3的灌浆料的1d强度及X射线检测灌浆密实部分和空洞部分的灰度值进行对比，结果见下表：
Figure PCTCN2022097509-appb-000001
以上显示和描述了本发明的基本原理和主要特征和本发明的优点，对于本领域技术人员而言，显然本发明不限于上述示范性实施例的细节，而且在不背离本发明的精神或基本特征的情况下，能够以其他的具体形式实现本发明。因此，无论从哪一点来看，均应将实施例看作是示范性的，而且是非限制性的，本发明的范围由所附权利要求而不是上述说明限定，因此旨在将落在权利要求的等同要件的含义和范围内的所有变化囊括在本发明内。不应将权利要求中的任何附图标记视为限制所涉及的权利要求。
此外，应当理解，虽然本说明书按照实施方式加以描述，但并非每个实施方式仅包含一个独立的技术方案，说明书的这种叙述方式仅仅是为清楚起见，本领域技术人员应当将说明书作为一个整体，各实施例中的技术方案也可以经适当组合，形成本领域技术人员可以理解的其他实施方式。

Claims (8)

  1. 一种用于X射线检测灌浆密实度的水泥基灌浆料，其特征在于，包括胶凝材料组分、骨料组分、掺合料组分、外加剂组分和X射线吸收组分，所述胶凝材料组分采用普通硅酸盐水泥，所述骨料组分采用河砂或者机制砂，所述掺合料组分采用硅灰，所述X射线吸收组分采用一种或几种金属氧化物粉末和石墨烯类材料，所述金属氧化物粉末采用氧化钨、氧化铅、氧化铁和氧化镍。
  2. 根据权利要求1所述的一种用于X射线检测灌浆密实度的水泥基灌浆料，其特征在于：配方比例为胶凝材料组分6000-6500份，骨料组分3000-3500份，掺合料组分70-75份，外加剂组分45-50份，X射线吸收组分1000-1200份。
  3. 根据权利要求2所述的一种用于X射线检测灌浆密实度的水泥基灌浆料，其特征在于：所述胶凝材料组分采用P.O.52.5普通硅酸盐水泥，所述骨料组分采用粒径为2mm-3mm的河砂或机制砂的混合，所述掺合料组分采用粒径在0.5μm以内的硅灰，所述外加剂组分包括超塑化剂和早强剂，所述X射线吸收组分为金属氧化物粉末氧化钨、氧化铅中的一种或其组合以及石墨烯类材料。
  4. 根据权利要求3所述的一种用于X射线检测灌浆密实度的水泥基灌浆料，其特征在于：所述超塑化剂为聚羧酸减水剂。
  5. 根据权利要求3所述的一种用于X射线检测灌浆密实度的水泥基灌浆料，其特征在于：所述早强剂为三乙醇胺。
  6. 根据权利要求1所述的一种用于X射线检测灌浆密实度的水泥基灌浆料的制备方法，其特征在于，具体步骤如下：
    步骤一：按照配比称取胶凝材料组分和骨料组分，并均匀混合，具体的工艺为：开启水泥净浆搅拌机对所得混合体系进行5min的慢搅，慢搅拌过程中逐渐加入X射线吸收组分，加完之后，开启快速搅拌1min；
    步骤二：加水搅拌形成浆体，加入水的质量为胶凝材料组分和骨料组分质量之和的0.13-0.17。搅拌工艺为：开启水泥净浆搅拌机对所得混合体系进行0.5min的慢搅，慢搅拌过程中逐渐加入水，加完之后，开启快速搅拌3.5min；
    步骤三：用高压灌浆机将调配好的灌浆料浆体灌入预制构件内部的套筒中，并使用橡胶锤不断敲打灌注孔周围，有利于灌浆料的渗透；
    步骤四：使用X射线照相技术设备对墙体灌浆处进行拍照，通过灰度值的差异判断灌浆质量具体情况。
  7. 根据权利要求6所述的一种用于X射线检测灌浆密实度的水泥基灌浆料的制备方法，其特征在于：所述步骤一中，慢搅时搅拌叶片自转速度为140r/min、公转速度62r/min，快速搅拌时搅拌叶片自转速度为285r/min、公转速度125r/min。
  8. 根据权利要求6所述的一种用于X射线检测灌浆密实度的水泥基灌浆料的制备方法，其特征在于：所述步骤二中，慢搅时搅拌叶片自转速度为140r/min、公转速度62r/min，快速搅拌时搅拌叶片自转速度为285r/min、公转速度125r/min。
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