CN108037273A - Sial white bind ceramic fine bead prepares the well cementation test block performance test of oil well anti-gas-leak - Google Patents
Sial white bind ceramic fine bead prepares the well cementation test block performance test of oil well anti-gas-leak Download PDFInfo
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- 238000012360 testing method Methods 0.000 title claims abstract description 74
- 239000000919 ceramic Substances 0.000 title claims abstract description 39
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- 238000011056 performance test Methods 0.000 title claims abstract description 10
- 239000011324 bead Substances 0.000 title abstract description 10
- 239000002002 slurry Substances 0.000 claims abstract description 98
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- XAGFODPZIPBFFR-UHFFFAOYSA-N aluminium Chemical compound [Al] XAGFODPZIPBFFR-UHFFFAOYSA-N 0.000 claims abstract description 15
- 229910052782 aluminium Inorganic materials 0.000 claims abstract description 15
- 239000010881 fly ash Substances 0.000 claims abstract description 11
- 239000004088 foaming agent Substances 0.000 claims abstract description 11
- PMZURENOXWZQFD-UHFFFAOYSA-L Sodium Sulfate Chemical compound [Na+].[Na+].[O-]S([O-])(=O)=O PMZURENOXWZQFD-UHFFFAOYSA-L 0.000 claims abstract description 8
- 229910052938 sodium sulfate Inorganic materials 0.000 claims abstract description 7
- 235000011152 sodium sulphate Nutrition 0.000 claims abstract description 7
- BRPQOXSCLDDYGP-UHFFFAOYSA-N calcium oxide Chemical compound [O-2].[Ca+2] BRPQOXSCLDDYGP-UHFFFAOYSA-N 0.000 claims abstract description 4
- 239000000292 calcium oxide Substances 0.000 claims abstract description 4
- ODINCKMPIJJUCX-UHFFFAOYSA-N calcium oxide Inorganic materials [Ca]=O ODINCKMPIJJUCX-UHFFFAOYSA-N 0.000 claims abstract description 4
- PNEYBMLMFCGWSK-UHFFFAOYSA-N aluminium oxide Inorganic materials [O-2].[O-2].[O-2].[Al+3].[Al+3] PNEYBMLMFCGWSK-UHFFFAOYSA-N 0.000 claims description 39
- 239000002689 soil Substances 0.000 claims description 37
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 30
- 239000011325 microbead Substances 0.000 claims description 21
- 238000002360 preparation method Methods 0.000 claims description 13
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- 230000000694 effects Effects 0.000 claims description 9
- XUIMIQQOPSSXEZ-UHFFFAOYSA-N Silicon Chemical compound [Si] XUIMIQQOPSSXEZ-UHFFFAOYSA-N 0.000 claims description 8
- 238000007789 sealing Methods 0.000 claims description 8
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- 238000007711 solidification Methods 0.000 claims description 6
- 230000008023 solidification Effects 0.000 claims description 6
- 239000000378 calcium silicate Substances 0.000 claims description 5
- 229910052918 calcium silicate Inorganic materials 0.000 claims description 5
- OYACROKNLOSFPA-UHFFFAOYSA-N calcium;dioxido(oxo)silane Chemical compound [Ca+2].[O-][Si]([O-])=O OYACROKNLOSFPA-UHFFFAOYSA-N 0.000 claims description 5
- 229910052710 silicon Inorganic materials 0.000 claims description 5
- 239000010703 silicon Substances 0.000 claims description 5
- 238000004088 simulation Methods 0.000 claims description 5
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- 239000004615 ingredient Substances 0.000 claims description 3
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- 239000002956 ash Substances 0.000 claims description 2
- 238000001914 filtration Methods 0.000 claims 1
- 230000035515 penetration Effects 0.000 claims 1
- 239000011800 void material Substances 0.000 claims 1
- VYPSYNLAJGMNEJ-UHFFFAOYSA-N Silicium dioxide Chemical compound O=[Si]=O VYPSYNLAJGMNEJ-UHFFFAOYSA-N 0.000 abstract description 8
- 230000008859 change Effects 0.000 abstract description 7
- 239000000377 silicon dioxide Substances 0.000 abstract description 4
- 239000004411 aluminium Substances 0.000 abstract 1
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- 239000004005 microsphere Substances 0.000 description 11
- 239000007789 gas Substances 0.000 description 8
- 239000000843 powder Substances 0.000 description 7
- 239000007787 solid Substances 0.000 description 7
- CSDREXVUYHZDNP-UHFFFAOYSA-N alumanylidynesilicon Chemical compound [Al].[Si] CSDREXVUYHZDNP-UHFFFAOYSA-N 0.000 description 6
- 238000007667 floating Methods 0.000 description 6
- 229910010293 ceramic material Inorganic materials 0.000 description 5
- 230000003628 erosive effect Effects 0.000 description 5
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- 230000003712 anti-aging effect Effects 0.000 description 4
- 239000002585 base Substances 0.000 description 4
- AXCZMVOFGPJBDE-UHFFFAOYSA-L calcium dihydroxide Chemical compound [OH-].[OH-].[Ca+2] AXCZMVOFGPJBDE-UHFFFAOYSA-L 0.000 description 4
- 239000000920 calcium hydroxide Substances 0.000 description 4
- 229910001861 calcium hydroxide Inorganic materials 0.000 description 4
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- KMWBBMXGHHLDKL-UHFFFAOYSA-N [AlH3].[Si] Chemical class [AlH3].[Si] KMWBBMXGHHLDKL-UHFFFAOYSA-N 0.000 description 3
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- 239000003513 alkali Substances 0.000 description 3
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- XSQUKJJJFZCRTK-UHFFFAOYSA-N Urea Chemical compound NC(N)=O XSQUKJJJFZCRTK-UHFFFAOYSA-N 0.000 description 2
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- 238000004017 vitrification Methods 0.000 description 2
- FKNQFGJONOIPTF-UHFFFAOYSA-N Sodium cation Chemical compound [Na+] FKNQFGJONOIPTF-UHFFFAOYSA-N 0.000 description 1
- MCMNRKCIXSYSNV-UHFFFAOYSA-N ZrO2 Inorganic materials O=[Zr]=O MCMNRKCIXSYSNV-UHFFFAOYSA-N 0.000 description 1
- 238000009825 accumulation Methods 0.000 description 1
- AZDRQVAHHNSJOQ-UHFFFAOYSA-N alumane Chemical class [AlH3] AZDRQVAHHNSJOQ-UHFFFAOYSA-N 0.000 description 1
- 230000001458 anti-acid effect Effects 0.000 description 1
- 230000003064 anti-oxidating effect Effects 0.000 description 1
- QVGXLLKOCUKJST-UHFFFAOYSA-N atomic oxygen Chemical compound [O] QVGXLLKOCUKJST-UHFFFAOYSA-N 0.000 description 1
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- G—PHYSICS
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- G01N—INVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
- G01N33/00—Investigating or analysing materials by specific methods not covered by groups G01N1/00 - G01N31/00
- G01N33/38—Concrete; Lime; Mortar; Gypsum; Bricks; Ceramics; Glass
- G01N33/383—Concrete or cement
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- G01—MEASURING; TESTING
- G01N—INVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
- G01N1/00—Sampling; Preparing specimens for investigation
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- G—PHYSICS
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- G01N—INVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
- G01N1/00—Sampling; Preparing specimens for investigation
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- G01N1/38—Diluting, dispersing or mixing samples
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- G—PHYSICS
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- G01N—INVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
- G01N9/00—Investigating density or specific gravity of materials; Analysing materials by determining density or specific gravity
- G01N9/36—Analysing materials by measuring the density or specific gravity, e.g. determining quantity of moisture
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- G—PHYSICS
- G01—MEASURING; TESTING
- G01N—INVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
- G01N1/00—Sampling; Preparing specimens for investigation
- G01N1/28—Preparing specimens for investigation including physical details of (bio-)chemical methods covered elsewhere, e.g. G01N33/50, C12Q
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Abstract
Description
技术领域technical field
本发明涉及硅铝页岩土陶瓷微珠制备油井防漏气固井试块性能测试,属于材料技术领。The invention relates to performance testing of an oil well anti-leakage gas cementing test block prepared by silicon-aluminum shale soil ceramic microbeads, and belongs to the field of material technology.
背景技术Background technique
目前,国内外在油井固井中,对于高温高压油井采用超低密度水泥,但采用粉煤灰漂珠,抗压强度低,水泥浆密度变化率大,在水泥浆静止凝固后,出现漏气、导致漏井,此外,粉煤灰漂珠等减轻剂的比例必须控制在40%以内,否则,减轻剂会影响固井水泥试块的抗压强度,减轻剂在40%以内水泥试块的密度在1.2g/cm3以上,单靠增加减轻剂的比例来降低水泥试块的密度是不可行的。At present, in oil well cementing at home and abroad, ultra-low density cement is used for high-temperature and high-pressure oil wells, but fly ash floating beads are used, which has low compressive strength and a large change rate of cement slurry density. After the cement slurry is statically solidified, air leakage, In addition, the proportion of lightening agents such as fly ash floating beads must be controlled within 40%, otherwise, the lightening agent will affect the compressive strength of the cement test block, and the density of the cement test block is less than 40%. Above 1.2g/cm 3 , it is not feasible to reduce the density of the cement test block only by increasing the proportion of lightening agent.
发明内容Contents of the invention
采用改性硅铝页岩土陶瓷材料作为减轻剂,采用改性的硅铝页岩土陶瓷材料,提高了固井试快的抗压、抗折、耐高温、耐腐蚀的性能,在水泥浆中加入发泡剂,形成膨胀的浆液,降低浆液的密度,降低了井底的压力,在水化过程中生成凝胶状物质,水泥浆的基体结构孔隙变小,形成高气阻固井试块,降低了固井试块的渗透率,提高了固井试块的孔隙流动阻力。Modified silica-alumina shale soil ceramic material is used as a lightening agent, and the modified silica-alumina shale soil ceramic material is used to improve the performance of compression resistance, flexural resistance, high temperature resistance and corrosion resistance of the cementing test block. Foaming agent is added to the cement to form an expanded slurry, which reduces the density of the slurry and the pressure at the bottom of the well. During the hydration process, a gel-like substance is formed, and the pores of the matrix structure of the cement slurry become smaller, forming a high air resistance cementing test. block, which reduces the permeability of the cementing test block and increases the pore flow resistance of the cementing test block.
防止浆液在固井中因失重,出现漏气,抗压能力下降。Prevent the slurry from leaking due to weight loss in the cementing process, and reduce the compressive capacity.
其技术方案为:Its technical solution is:
硅铝页岩土陶瓷微珠制备油井防漏气固井试块性能测试,包括以下步骤:The performance test of the oil well anti-leakage gas cementing test block prepared by silica-alumina shale ceramic microbeads includes the following steps:
A、闭孔空心硅铝页岩土陶瓷微珠的制备:A. Preparation of closed-cell hollow silica-alumina shale ceramic microspheres:
第一步、基料的制备:将粒径20~50µm页岩土粉、粒径10~50µm二氧化硅粉、20~50µm氧化铝粉按重量比:70~85wt%:10~20wt%:10~30wt%取样,得到混合粉,以上组分的重量百分比之和为100%;The first step, the preparation of the base material: shale soil powder with a particle size of 20-50 µm, silica powder with a particle size of 10-50 µm, and alumina powder with a particle size of 10-50 µm in a weight ratio: 70-85wt%: 10-20wt%: 10-30wt% sampling to obtain mixed powder, the sum of the weight percentages of the above components is 100%;
第二步、基料的改性烧制:将第一步得到混合搅拌均匀后,再加入混合粉总重量的5~8wt%还原树脂在搅拌机中搅拌均匀,用压坯机压成坯料,在100~300℃干燥6~12小时,在1500~1650℃还原电炉中保温烧制2~4小时,经过置换反应得到改性硅铝页岩土陶瓷块体,页岩土具有强的吸湿性和膨胀性,改性的硅铝页岩土物理化学性能稳定,氧化铝耐高温性能,二氧化硅抗压性、抗折性能强,改性后的硅铝页岩土抗压、抗折、抗侵蚀、抗老化、耐酸碱、耐高温性能提高;The second step, the modified firing of the base material: After the first step is mixed and stirred evenly, then add 5-8wt% of the total weight of the mixed powder to reduce the resin, stir evenly in the mixer, and press it into a billet with a compactor. Dry at 100-300°C for 6-12 hours, heat-preserve and fire in a reduction electric furnace at 1500-1650°C for 2-4 hours, and obtain modified silicon-aluminum shale ceramic blocks through displacement reaction. Shale soil has strong hygroscopicity and Expansibility, the modified silicon-aluminum shale soil has stable physical and chemical properties, high-temperature resistance of alumina, strong compressive and flexural properties of silica, and the modified silicon-aluminum shale soil is resistant to compression, flexural, and Erosion, anti-aging, acid and alkali resistance, high temperature resistance are improved;
第三步、改性实心硅铝页岩土陶瓷微珠的制备:将第二步得到硅铝页岩土陶瓷块体在球化机上加工制成粒径5~50µm圆球状的实心硅铝页岩土陶瓷微珠,球化加工是风机将物料吹起,物料之间的旋转运动相互摩擦呈圆球状颗粒,壁厚均匀,圆球状的颗粒在每个质点应力分布均匀,抗压强度大;Step 3: Preparation of modified solid silica-alumina shale ceramic microbeads: process the silica-alumina shale ceramic block obtained in the second step on a spheroidizer to make solid silica-alumina sheets with a particle size of 5-50 μm Geotechnical ceramic microbeads, the spheroidization process is that the fan blows up the materials, and the rotating motion between the materials rubs against each other to form spherical particles with uniform wall thickness. The spherical particles have uniform stress distribution at each particle point and high compressive strength;
第四步、改性硅铝页岩土陶瓷浆液制备:硅铝页岩土浆液的百分比组成为:粒径5~50µm实心硅铝页岩土陶瓷微珠65~70 wt%:水30~35 wt%;The fourth step, preparation of modified silica-alumina shale soil ceramic slurry: the percentage composition of silica-alumina shale soil slurry is: 65-70 wt% of solid silica-alumina shale soil ceramic microbeads with a particle size of 5-50 μm: water 30-35 wt%;
第五步、加入发泡剂:向第四步制备的硅铝页岩土陶瓷浆液中加入尿素,浓度为1~3g/L,用N2H4CO作为发泡剂,当炉内的温度升高到135℃时,分解产生CO2和NH3,使硅铝页岩土陶瓷微珠体积增大;The fifth step, adding foaming agent: add urea to the silica-alumina shale soil ceramic slurry prepared in the fourth step, the concentration is 1-3g/L, use N 2 H 4 CO as the foaming agent, when the temperature in the furnace When the temperature rises to 135°C, CO 2 and NH 3 are generated by decomposition, which increases the volume of silica-alumina shale ceramic microbeads;
第六步、改性闭孔空心硅铝页岩土陶瓷微珠制备:将第五步混合浆液充分搅拌过滤,采用高压喷射高速离心旋转喷雾法,形成微球,在多区垂直下落分别控制的富氧燃烧炉上经过脱水、膨胀、高温烧结、表面熔融玻化、成球,经过风力清选分级得到壁厚在15~50µm、粒径50~250µm闭孔空心硅铝页岩土陶瓷微珠,无机矿物质材料制备的漂珠壁厚人为可控,抗压强度在120~250MPa,闭孔空心硅铝页岩土复合材料陶瓷微珠抗压强度大;The sixth step, the preparation of modified closed-cell hollow silica-alumina shale soil ceramic microspheres: fully stir and filter the mixed slurry in the fifth step, and use high-pressure spraying and high-speed centrifugal rotary spraying method to form microspheres, which are separately controlled vertically in multiple areas After dehydration, expansion, high-temperature sintering, surface melting and vitrification, and ball formation in the oxygen-enriched combustion furnace, the closed-cell hollow silicon-aluminum shale ceramic microspheres with a wall thickness of 15-50 µm and a particle size of 50-250 µm are obtained through wind cleaning and classification , The wall thickness of floating beads made of inorganic mineral materials is artificially controllable, the compressive strength is 120-250MPa, and the closed-pore hollow silicon-aluminum shale-soil composite ceramic beads have high compressive strength;
B、改性闭孔空心硅铝页岩土陶瓷微珠制备油井防漏气固井试块: B. Modified closed-pore hollow silicon-aluminum shale soil ceramic microbeads to prepare oil well anti-leakage gas cementing test block:
第一步、防漏气固井试块的配料:将G级油井水泥40~50wt%、超细水泥10~15wt%、粒径50~250µm的闭孔空心硅铝页岩土陶瓷微珠25~35wt%、烧失量1.1%的粉煤灰5~7wt%、纯99.9%氧化钙1.5~2 wt%、硫酸钠0.5~1.0wt%和硅粉1~5wt%,得到混合料,以上组分的重量百分比之和为100%,采用烧失量1.1%的粉煤灰,根据堆积原理,粉煤灰主要填补G级油井水泥和闭孔空心硅铝页岩土陶瓷微珠的两种材料粒径间空隙,粒径不同的颗粒两两相切时,相切圆之间的间隙由粉煤灰填充,使G级油井水泥和玻璃微珠粒紧密结合,但使用量上应控制在一定范围内,即控制在总重量的5~7%范围内,否则,影响耐高温高压试块的强度,其次是经过高温烧结生成的粉煤灰,具有活性,显著提高浆液的水化速度,烧失量低的粉煤灰需要水灰比小,有助于固井试块的早强,纯度99.9%氢氧化钙,氧化钙纯度越高,活性越强,水化速度快,并生成凝胶状的物质氢氧化钙,利于浆液的早强,温度对试块的早强起重要的作用,其次水化后生成的氢氧化钙呈碱性,能够调节浆液的pH值,在弱碱性条件下,能提高耐高温高压油井水泥的早期强度,硫酸钠是一种降失水剂,降失水效果明显,硫酸钠中的钠离子,具有反渗透功能,扩散速度快,使浆液在凝固中析出部分水,硫酸钠用量多少,对浆液的降失水起重要作用,利用活性硅、铝与G级油井水泥发生反应生成水化硅酸钙凝胶状和其它凝胶,增加了水泥浆液空隙的流动阻力和空隙的压力,减少了固井试块中颗粒的空隙,改善浆液的结构,降低固井试块的渗透率,提高了固井试块的密实度和抗压强度;The first step, the ingredients of the anti-leakage gas cementing test block: 40-50wt% of G-grade oil well cement, 10-15wt% of ultra-fine cement, and closed-cell hollow silica-aluminum shale soil ceramic microbeads with a particle size of 50-250μm 25 ~35wt%, 1.1% loss on ignition of fly ash 5~7wt%, pure 99.9% calcium oxide 1.5~2wt%, sodium sulfate 0.5~1.0wt% and silicon powder 1~5wt%, to obtain the mixture, the above combination The sum of the percentages by weight is 100%. Fly ash with an ignition loss of 1.1% is used. According to the accumulation principle, the fly ash mainly fills the two materials of G-grade oil well cement and closed-cell hollow silica-alumina shale ceramic microbeads. The gap between particle sizes, when two particles with different particle sizes are tangent to each other, the gap between the tangent circles is filled with fly ash, so that the G-grade oil well cement and glass micro-beads are closely combined, but the usage amount should be controlled within a certain amount. within the range of 5% to 7% of the total weight, otherwise, it will affect the strength of the high temperature and high pressure test block, followed by the fly ash generated by high temperature sintering, which is active and can significantly increase the hydration rate of the slurry. Fly ash with low loss requires a small water-cement ratio, which is helpful for the early strength of the cementing test block. The purity of calcium hydroxide is 99.9%. The higher the purity of calcium oxide, the stronger the activity, the faster the hydration speed, and the formation of gel Calcium hydroxide is a substance that is beneficial to the early strength of the slurry. Temperature plays an important role in the early strength of the test block. Secondly, the calcium hydroxide formed after hydration is alkaline and can adjust the pH value of the slurry. Under weakly alkaline conditions It can improve the early strength of high temperature and high pressure oil well cement. Sodium sulfate is a water loss reducing agent with obvious effect of reducing water loss. The sodium ion in sodium sulfate has the function of reverse osmosis, and the diffusion speed is fast, so that the slurry can be solidified during solidification. Precipitate part of the water, how much sodium sulfate is used, plays an important role in reducing the water loss of the slurry, using active silicon, aluminum and G-grade oil well cement to react to form hydrated calcium silicate gel and other gels, increasing the voids in the cement slurry The flow resistance and the pressure of the voids reduce the voids of the particles in the cementing test block, improve the structure of the slurry, reduce the permeability of the cementing test block, and increase the compactness and compressive strength of the cementing test block;
第二步、防漏气试块膨胀浆液的制备:按第一步的重量百分比取样混合得到混合粉,并将混合料搅拌均匀,以0.5~0.7的水灰比调浆,其中灰为混合料,再加入混合料总重量为0.2~0.5%的铝发泡剂,铝发泡剂为铝粉膏、铝粉或铝的化合物中的其中的一种,铝发泡剂水化反应生成气泡,形成膨胀的浆液,降低浆液的密度,相应的降低了压力,活性硅、铝与G级油井水泥发生反应生成水化硅酸钙凝胶状物质和其它凝胶,水泥浆的结构孔隙变小,抗压性增强,浆液通过液泵抽吸,喷撒到高速旋转转筒的外表面,在滚筒外表面产生离心力将浆液抛洒,实现抛洒旋转搅拌;The second step, the preparation of the expansion slurry of the anti-leakage test block: sample and mix according to the weight percentage of the first step to obtain the mixed powder, and stir the mixed material evenly, and adjust the slurry with a water-cement ratio of 0.5 to 0.7, wherein the ash is the mixed material , and then add an aluminum foaming agent with a total weight of 0.2-0.5% of the mixture. The aluminum foaming agent is one of aluminum powder paste, aluminum powder or aluminum compounds. The hydration reaction of the aluminum foaming agent generates bubbles. The expanded slurry is formed, the density of the slurry is reduced, and the pressure is correspondingly reduced. Active silicon and aluminum react with G-grade oil well cement to form calcium silicate hydrate gel-like substances and other gels, and the structural pores of the cement slurry become smaller. The pressure resistance is enhanced, the slurry is sucked by the liquid pump, and sprayed onto the outer surface of the high-speed rotating drum, and the centrifugal force is generated on the outer surface of the drum to sprinkle the slurry, so as to realize the spinning and stirring;
第三步、性能指标测试:The third step, performance index test:
a、膨胀浆液密度的测定:取第二步制备的膨胀浆液,倒入浆液密度计中称量密度,膨胀浆液的密度在0.8~1.2g/cm3之间,这种浆液的密度叫超低密度,试块的抗压强度大,采用改性的 硅铝页岩土陶瓷材料,提高硅铝页岩土闭孔空心陶瓷微珠的抗压、抗折、抗侵蚀、抗老化性能,具有良好的隔热性、弹性、任性、抗酸、抗碱和耐压、抗老化、抗氧化性能。a. Determination of the density of the expansion slurry: take the expansion slurry prepared in the second step, pour it into a slurry density meter to measure the density, the density of the expansion slurry is between 0.8 and 1.2g/ cm3 , and the density of this slurry is called ultra-low Density, the compressive strength of the test block is high, and the modified silica-alumina shale soil ceramic material is used to improve the compressive, flexural, erosion-resistant and anti-aging properties of the closed-cell hollow ceramic microspheres of the silica-alumina shale soil, which has good performance. Excellent heat insulation, elasticity, willfulness, acid resistance, alkali resistance and pressure resistance, anti-aging and oxidation resistance.
b、膨胀浆液酸碱度的测定:取第二步制备的膨胀浆液,倒入pH值测试计中,显示pH值,膨胀浆液的pH值在9.0~10.5之间;b. Determination of the pH of the expansion slurry: take the expansion slurry prepared in the second step, pour it into a pH value tester, and display the pH value. The pH value of the expansion slurry is between 9.0 and 10.5;
c、浆液的均一性试验:取第二步制备膨胀浆液倒入沉降筒,0.5小时后观察均一性,稳定性,均一性是闭孔空心 硅铝页岩土陶瓷微珠与浆液相互融合,稳定性是不再上下漂浮波动,微珠均匀分布在膨胀浆液中; c. Uniformity test of the slurry: Take the expansion slurry prepared in the second step and pour it into the settling cylinder. Observe the uniformity and stability after 0.5 hours. The property is no longer floating up and down, and the microbeads are evenly distributed in the expansion slurry;
d、试块的密度变化率试验:将第二步制备浆液,倒入一组三块长、宽、高分别为53mm*53mm*53mm试模中,在恒温52℃的水浴养护箱中分别养护24小时、48 小时、96小时,脱模后在凉水中浸泡1小时,将凝固后的试块放入压力机上进行密度变化率试验,试快的密度变化率小于0.02%;d. Density change rate test of the test block: prepare the slurry in the second step, pour it into a group of three test molds whose length, width and height are 53mm*53mm*53mm respectively, and maintain them in a water bath curing box with a constant temperature of 52°C 24 hours, 48 hours, 96 hours, soak in cold water for 1 hour after demoulding, put the solidified test block into the press for density change rate test, the density change rate of the test block is less than 0.02%;
e、防漏气性能测试:漏气发生在浆液在凝固过程中,即由塑性状态向固态转变的过程中,取第二步制备的膨胀浆液倒入漏气模拟实验装置中,漏气模拟实验装置包括支架、遥控电动数显的倾斜角度调节器、中心管、外管、加压孔、测压孔、上密封盖、下密封盖、过滤网,中心管贯穿外管,中心管直径有多种规格,内径10~200厘米之间,中心管与外管之间形成环空,中心管与外管上设有微孔,环空即为井筒环空,将膨胀的浆液注入其中,其它的部件安装在支架上,测试支架倾斜角度在0~90°变化对漏气的影响、中心管与外管的间隙对浆液凝固时间和漏气的影响、降失水的数量对漏气的影响、浆液的密度对漏气的影响,浆液失重对漏气影响,水化反应降失水过多,导致体积收缩过大,压力与深度成正比,从加压孔加压,加压范围从1~350MPa,测压孔接入数字压力传感器,测量环空膨胀的浆液静压力,过滤网上设有滤失孔计量降失水的数量,失水量应在10~50mL/30min,单因子分别测量密度、倾斜角、压力对降失水的影响,多因子密度、倾斜角、压力组合测量对降失水的影响,降失水多少与漏气直接相关,并记录测得试验数值,降失水过多造成试块的空隙和裂缝,防止浆液在凝固中失重,固井试块漏气的原因之一是由于固井试块的密度越大,单位面积压力越大,随着固井深度加深,底部压力越大,出现塌陷,采用膨胀水泥,降低浆液的密度,从而降低了井底的压力,水化过程中生成凝胶状物质,水泥浆的基体结构孔隙变小,形成高气阻固井试块,降低了固井试块的渗透率,提高了固井试块的孔隙流动阻力。e. Anti-leakage performance test: Air leakage occurs during the solidification process of the slurry, that is, in the process of changing from a plastic state to a solid state. Take the expanded slurry prepared in the second step and pour it into the air leakage simulation experimental device. The air leakage simulation experiment The device includes a bracket, a remote control electric digital display tilt angle regulator, a central tube, an outer tube, a pressure hole, a pressure measurement hole, an upper sealing cover, a lower sealing cover, a filter screen, and the central tube runs through the outer tube. The diameter of the central tube is as large as different specifications, the inner diameter is between 10 and 200 cm, an annular space is formed between the central pipe and the outer pipe, and there are micro-holes on the central pipe and the outer pipe. The annular space is the wellbore annular space, and the expanded slurry is injected into it. The components are installed on the bracket, and the influence of the tilt angle of the bracket from 0 to 90° on the air leakage, the effect of the gap between the central tube and the outer tube on the slurry solidification time and air leakage, the effect of the amount of water loss on the air leakage, The influence of the density of the slurry on the air leakage, the influence of the weight loss of the slurry on the air leakage, the excessive water loss in the hydration reaction, resulting in excessive volume shrinkage, the pressure is proportional to the depth, pressurization from the pressure hole, the pressure range is from 1 to 350MPa, the pressure measuring hole is connected to a digital pressure sensor to measure the static pressure of the annular expansion slurry, and the filter net is equipped with a filter hole to measure the amount of water loss. The water loss should be 10-50mL/30min. The influence of inclination angle and pressure on water loss, the influence of multi-factor density, inclination angle and pressure combined measurement on water loss, the amount of water loss is directly related to air leakage, and record the measured test value, excessive water loss The gaps and cracks in the test block are caused to prevent the grout from losing weight during solidification. One of the reasons for the air leakage of the cementing test block is that the greater the density of the cementing test block, the greater the pressure per unit area. With the deepening of the cementing depth, the bottom The greater the pressure, the subsidence occurs, and the expansion cement is used to reduce the density of the slurry, thereby reducing the pressure at the bottom of the well. During the hydration process, a gel-like substance is formed, and the pores of the matrix structure of the cement slurry become smaller, forming a high air resistance cementing test. block, which reduces the permeability of the cementing test block and increases the pore flow resistance of the cementing test block.
本发明具有以下优点。The present invention has the following advantages.
1、经过热还原的置换反应,生成改性的的陶瓷材料,提高硅铝页岩土闭孔空心陶瓷微珠的抗压、抗折、抗侵蚀、抗老化等性能。1. After the replacement reaction of thermal reduction, a modified ceramic material is produced to improve the performance of compression resistance, bending resistance, erosion resistance and aging resistance of the closed-pore hollow ceramic microspheres of silica-alumina shale soil.
2、采用膨胀的浆液,降低浆液的密度,从而降低了井底的压力。2. The expanded slurry is used to reduce the density of the slurry, thereby reducing the pressure at the bottom of the well.
3、活性硅、铝与G级油井水泥发生反应生成水化硅酸钙凝胶状物质和其它凝胶,水泥浆的基体结构孔隙变小,形成高气阻固井试块,降低了固井试块的渗透率,提高了固井试块的孔隙流动阻力。3. Active silicon, aluminum and G-grade oil well cement react to form hydrated calcium silicate gel-like substances and other gels, and the matrix structure pores of the cement slurry become smaller, forming a high air resistance cementing test block, which reduces the cementing effect. The permeability of the test block improves the pore flow resistance of the cementing test block.
附图说明Description of drawings
图1 是本发明实施例的防漏气性能测试的试验台结构示意图。Fig. 1 is a schematic diagram of the structure of the test bench for the air leakage performance test of the embodiment of the present invention.
其中图中1、支架 2、遥控电动数显的倾斜角度调节器 3、下密封盖 4、烧杯 5、过滤网 6、外管 7、中心管 8、上密封盖 9、测压孔 10、加压孔 11、压力泵 12、数字压力传感器。In the figure 1, bracket 2, remote control electric digital display tilt angle regulator 3, lower sealing cover 4, beaker 5, filter screen 6, outer tube 7, center tube 8, upper sealing cover 9, pressure measuring hole 10, plus Pressure hole 11, pressure pump 12, digital pressure sensor.
具体实施方式Detailed ways
实施例1。Example 1.
硅铝页岩土陶瓷微珠制备油井防漏气固井试块性能测试,包括以下步骤:The performance test of the oil well anti-leakage gas cementing test block prepared by silica-alumina shale ceramic microbeads includes the following steps:
A、 硅铝页岩土闭孔空心陶瓷微珠的制备:A. Preparation of closed-cell hollow ceramic microspheres in silica-alumina shale soil:
第一步、基料的制备:将粒径25µm硅铝页岩土粉、粒径40µm二氧化硅粉、30µm氧化铝粉按重量比:70wt%:15wt%:15wt%取样,得到混合粉;The first step, the preparation of the base material: the silicon-aluminum shale soil powder with a particle size of 25 µm, the silica powder with a particle size of 40 µm, and the alumina powder with a particle size of 30 µm are sampled according to the weight ratio: 70wt%: 15wt%: 15wt% to obtain a mixed powder;
第二步、基料的改性烧制:将第一步得到混合搅拌均匀后,再加入混合粉总重量的5wt%还原树脂在搅拌机中搅拌均匀,用压坯机压成坯料,在150℃干燥10小时,在1500℃还原电炉中保温烧制4小时,经过置换反应得到改性硅铝页岩土陶瓷块体,改性的硅铝页岩土化学成分发生改变,氧化铝使硅铝页岩土耐温性能提高,分子键吸引力增大,抗压、抗折、抗侵蚀、抗老化、耐酸碱、耐高温性能提高;The second step, the modified firing of the base material: After the first step is mixed and stirred evenly, add 5wt% of the total weight of the mixed powder and reduce the resin, stir evenly in the mixer, and press it into a billet with a compactor, at 150 ° C Dry for 10 hours, heat-preserve and fire in a reduction electric furnace at 1500°C for 4 hours, and obtain a modified silica-alumina shale ceramic block through a displacement reaction. The chemical composition of the modified silica-alumina shale soil changes, and alumina makes the silica-alumina shale The temperature resistance of rock and soil is improved, the attraction of molecular bonds is increased, and the performance of compression resistance, flexural resistance, erosion resistance, aging resistance, acid and alkali resistance, and high temperature resistance is improved;
第三步、改性实心硅铝页岩土陶瓷微珠的制备:将第二步得到硅铝页岩土块体在球化机上加工制成粒径30µm圆球状的实心硅铝页岩土陶瓷微珠。The third step, preparation of modified solid silica-alumina shale soil ceramic microbeads: process the silica-alumina shale soil blocks obtained in the second step on a spheroidizer to make solid silica-alumina shale soil ceramics with a particle size of 30 μm microbeads.
第四步、硅铝页岩土陶瓷浆液制备: 硅铝页岩土液浆的百分比组成为:粒径30µm实心硅铝页岩土陶瓷微珠70wt%:水30wt%。The fourth step, preparation of the silica-alumina shale soil ceramic slurry: The percentage composition of the silica-alumina shale soil slurry is: 70wt% of solid silica-alumina shale soil ceramic beads with a particle size of 30 μm: 30wt% of water.
第五步、加入发泡剂:向第四步制备的硅铝页岩土陶瓷浆液中加入尿素,浓度为2.5g/L,用N2H4CO作为发泡剂剂,当炉内的温度升高到135℃时,分解产生CO2和NH3,使陶瓷微珠体积增大。The fifth step, adding foaming agent: add urea to the silica-aluminum shale soil ceramic slurry prepared in the fourth step, the concentration is 2.5g/L, use N 2 H 4 CO as the foaming agent, when the temperature in the furnace When the temperature rises to 135°C, it decomposes to generate CO 2 and NH 3 , which increases the volume of ceramic microbeads.
第六步、改性闭孔空心硅铝页岩土陶瓷微珠制备:将第五步混合浆液充分搅拌过滤,采用高压喷射高速离心旋转喷雾法,形成微球,在多区垂直下落分区控制的燃烧炉上经过脱水、膨胀、高温烧结、表面熔融玻化、成球,经过风力清选分级得到200µm闭孔空心硅铝页岩土陶瓷微珠, 硅铝页岩土闭孔空心陶瓷微珠壁厚在25µm,大于其它漂珠的壁厚,抗压强度在200MPa。Step 6. Preparation of modified closed-cell hollow silica-alumina shale ceramic microspheres: fully stir and filter the mixed slurry in step 5, and use high-pressure spraying and high-speed centrifugal rotary spraying method to form microspheres. After dehydration, expansion, high-temperature sintering, surface melting and vitrification, and ball formation in the combustion furnace, 200 μm closed-pore hollow silica-alumina shale soil ceramic microbeads are obtained through wind cleaning and grading. The thickness is 25µm, which is larger than the wall thickness of other floating beads, and the compressive strength is 200MPa.
B、改性闭孔空心硅铝页岩土陶瓷微珠制备油井防漏气试块。B. Modified closed-pore hollow silicon-aluminum shale soil ceramic microspheres to prepare oil well anti-leakage test blocks.
第一步、防漏气试块的配料: 取G级油井水泥45wt%、超细水泥15wt%、粒径为200µm的硅铝页岩土闭孔空心陶瓷微珠30wt%、烧失量1.1%的粒径20µm粉煤灰5wt%、纯度99.9%氢氧化钙2.0wt%、硫酸钠1.0wt%和粒径5µm硅粉2wt%,得到混合料。The first step, the ingredients of the anti-leakage test block: take G grade oil well cement 45wt%, ultra-fine cement 15wt%, silica-alumina shale soil with a particle size of 200μm 30wt% closed-cell hollow ceramic microbeads, and ignition loss 1.1% 5wt% fly ash with a particle size of 20µm, 2.0wt% calcium hydroxide with a purity of 99.9%, 1.0wt% sodium sulfate and 2wt% silicon powder with a particle size of 5µm to obtain a mixture.
第二步、防漏气试块膨胀浆液的制备:按第一步的重量百分比取样混合得到混合料,并将混合料搅拌均匀,以0.55的水灰比调浆,再加入铝粉膏,铝粉膏水化反应生成气泡,形成膨胀的浆液,降低浆液的密度,活性硅、铝与G油井水泥发生反应生成水化硅酸钙凝胶状物质和其它凝胶,水泥浆的基体结构孔隙变小,浆液通过液泵抽吸,喷撒到高速旋转转筒的外表面,在滚筒外表面产生离心力将浆液抛洒,实现抛洒旋转搅拌。The second step, the preparation of the expansion slurry of the anti-leakage test block: sample and mix the mixture according to the weight percentage of the first step, and stir the mixture evenly, adjust the slurry with a water-cement ratio of 0.55, and then add aluminum powder paste, aluminum The hydration reaction of the powder paste generates bubbles, forms an expanded slurry, and reduces the density of the slurry. Active silicon, aluminum and G oil well cement react to form calcium silicate hydrate gel-like substances and other gels, and the matrix structure of the cement slurry becomes porous. Small, the slurry is sucked by the liquid pump, sprayed onto the outer surface of the high-speed rotating drum, and the centrifugal force is generated on the outer surface of the drum to sprinkle the slurry to realize the spinning and stirring.
第三步、性能指标测试:The third step, performance index test:
a、膨胀浆液密度的测定:取第二步制备浆液,倒入浆液密度计中称量密度,膨胀浆液的密度在0.9g/cm3之间,这种浆液的密度叫超低密度,试块的抗压强度大,采用改性的硅铝页岩土陶瓷材料,提高硅铝页岩土闭孔空心陶瓷微珠的抗压、抗折、抗侵蚀、抗老化性能。a. Determination of the density of the expanded slurry: take the second step to prepare the slurry, pour it into a slurry density meter and weigh the density, the density of the expanded slurry is between 0.9g/cm 3 , the density of this slurry is called ultra-low density, test block The compressive strength is high, and the modified silica-alumina shale soil ceramic material is used to improve the compressive, flexural, erosion-resistant and anti-aging properties of the closed-pore hollow ceramic microspheres of the silica-alumina shale soil.
b、膨胀浆液酸碱度的测定:取第二步制备浆液,倒入pH值测试计中,显示pH值,膨胀浆液的pH值在9.5。b. Determination of the pH of the expansion slurry: Take the second step to prepare the slurry, pour it into a pH value tester, and display the pH value. The pH value of the expansion slurry is 9.5.
c、浆液的均一性试验:取第二步制备膨胀浆液倒入沉降筒,0.5小时后观察均一性,稳定性,均一性是闭孔空心硅铝页岩土陶瓷微珠与浆液相互融合,稳定性是不再上下漂浮波动,微珠均匀分布在膨胀的浆液中。c. Uniformity test of the slurry: Take the expansion slurry prepared in the second step and pour it into the settling cylinder. Observe the uniformity and stability after 0.5 hours. The property is no longer floating up and down, and the microbeads are evenly distributed in the expanded slurry.
d、试块的密度变化率试验:将第二步制备浆液,搅拌好的浆液倒入一组二块长、宽、高分别为53mm*53mm*53mm试模中,在恒温52℃的水浴养护箱中分别养护24小时、48 小时、96小时,脱模后在凉水中浸泡1小时,将凝固后的试块放入压力机上进行试块的密度变化率试验。d. Density change rate test of the test block: prepare the slurry in the second step, pour the stirred slurry into a group of two test molds with length, width and height of 53mm*53mm*53mm respectively, and maintain in a water bath with a constant temperature of 52°C Cured in the box for 24 hours, 48 hours, and 96 hours respectively, soaked in cold water for 1 hour after demoulding, and put the solidified test block into a press to test the density change rate of the test block.
e、防漏气固井试块的性能测试:取第二步制作的膨胀浆液倒入漏气模拟实验装置中,漏气模拟实验装置包括支架1、遥控电动数显的倾斜角度调节器2、中心管7、外管6、加压孔10、测压孔9、上密封盖8、下密封盖3、过滤网5,其中,中心管7贯穿外管6,中心管7能更换,中心管7与外管6之间形成环空,膨胀的浆液注入其中,其它的部件安装在支架1上,遥控电动数显的倾斜角度调节器2使支架1倾斜角度为60°、中心管7与外管6的间隙40厘米,测量角度对浆液凝固的影响、降失水的数量对漏气的影响、浆液的密度对漏气的影响,因试块的空隙和裂缝造成降失水过多,浆液失重导致抗压强度下降,压力与深度成正比,用压力泵11从加压孔10加压,加压到300MPa,数字压力传感器12,测量环空膨胀的浆液静压力,过滤网5上设有滤失孔计量降失水的数量,烧杯4中的降失水量在25mL/30min,单位时间内降失水满足固井要求,单因子分别测量密度、倾斜角、压力对降失水的影响,进而影响油井的漏气,多因子密度、倾斜角、压力组合测量对降失水的影响,降失水多少与漏气直接相关,固井试块的密度越大,单位面积压力越大,随着固井深度加深,底部压力越大,出现塌陷,采用改性的闭孔空心硅锆土陶瓷微珠、膨胀的浆液,降低浆液的密度,解决了浆液的失重现象,降低了井底的压力,在水化过程中生成凝胶状物质,水泥浆的基体结构孔隙变小,形成高气阻固井试块,提高了固井试块的孔隙流动阻力,降低了固井试块的渗透率,提高了固井试块的孔隙流动阻力。e. Performance test of gas leakage prevention cementing test block: Take the expansion slurry prepared in the second step and pour it into the air leakage simulation experimental device. The air leakage simulation experimental device includes bracket 1, remote control electric digital display tilt angle regulator 2, Center tube 7, outer tube 6, pressurization hole 10, pressure measuring hole 9, upper sealing cover 8, lower sealing cover 3, filter screen 5, wherein, the central tube 7 runs through the outer tube 6, the central tube 7 can be replaced, and the central tube An annular space is formed between 7 and the outer tube 6, and the expanded slurry is injected into it, and other components are installed on the bracket 1, and the inclination angle regulator 2 with remote control electric digital display makes the inclination angle of the bracket 1 60°, and the central tube 7 and the outer tube 7 The gap between the tubes 6 is 40 cm. The influence of the measurement angle on the solidification of the slurry, the influence of the amount of dehydration on the air leakage, and the influence of the density of the slurry on the air leakage are due to the gaps and cracks in the test block. Loss of weight leads to a decrease in compressive strength, and the pressure is proportional to the depth. Use a pressure pump 11 to pressurize from the pressure hole 10 to 300MPa. The digital pressure sensor 12 measures the static pressure of the slurry in the annular space. The filter screen 5 is equipped with The fluid loss hole measures the amount of water loss. The water loss in the beaker 4 is 25mL/30min. The water loss per unit time meets the cementing requirements. The influence of density, inclination angle, and pressure on the water loss is measured by single factor. In turn, it will affect the gas leakage of the oil well. The combined measurement of multi-factor density, inclination angle and pressure will affect the water loss reduction. The amount of water loss reduction is directly related to the gas leakage. As the cementing depth deepens, the bottom pressure increases and subsidence occurs. Modified closed-cell hollow silica-zirconia ceramic beads and expanded slurry are used to reduce the density of the slurry, solve the weight loss phenomenon of the slurry, and reduce the pressure at the bottom of the well. , during the hydration process, a gel-like substance is formed, and the pores of the matrix structure of the cement slurry become smaller, forming a high air resistance cementing test block, which improves the pore flow resistance of the cementing test block and reduces the permeability of the cementing test block , improving the pore flow resistance of the cementing test block.
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Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN111395993A (en) * | 2020-02-11 | 2020-07-10 | 中国石油天然气集团有限公司 | Method for controlling fracturing deformation of horizontal casing of shale gas well |
Citations (9)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN201747306U (en) * | 2010-05-24 | 2011-02-16 | 青岛怿泽机电科技有限公司 | High temperature and high voltage slurry dehydration instrument |
CN102392634A (en) * | 2011-09-29 | 2012-03-28 | 西南石油大学 | Measuring device and measuring method for well-cementing annular weight loss of cement slurry |
CN103803888A (en) * | 2014-03-11 | 2014-05-21 | 山东理工大学 | Method for preparing oil well cement test block by utilizing silicon oxynitride ceramic composite microspheres |
CN104478418A (en) * | 2015-01-07 | 2015-04-01 | 山东理工大学 | Method for manufacturing high temperature resisting and high pressure resisting oil well cementation briquette through silicon bauxite ceramic microbeads |
CN104592963A (en) * | 2015-01-06 | 2015-05-06 | 山东理工大学 | Method for preparing oil well cementing test block resistant to high temperatures and high pressures from aluminum diatomite ceramic microspheres |
CN205808844U (en) * | 2016-07-11 | 2016-12-14 | 长江大学 | A kind of gap adjustable cement mortar leak stopping simulation experiment device of wind |
CN106522923A (en) * | 2016-11-09 | 2017-03-22 | 中国石油大学(华东) | Oil/gas well cement sheath sealing integrity testing device and method for carrying out evaluation through device |
CN206470272U (en) * | 2017-02-17 | 2017-09-05 | 三峡大学 | Pneumatic slurry dehydration tester |
CN206583908U (en) * | 2017-03-31 | 2017-10-24 | 西南石油大学 | A kind of experimental provision for measuring cementing slurry fluid loss |
-
2017
- 2017-11-21 CN CN201711168609.XA patent/CN108037273A/en active Pending
Patent Citations (9)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN201747306U (en) * | 2010-05-24 | 2011-02-16 | 青岛怿泽机电科技有限公司 | High temperature and high voltage slurry dehydration instrument |
CN102392634A (en) * | 2011-09-29 | 2012-03-28 | 西南石油大学 | Measuring device and measuring method for well-cementing annular weight loss of cement slurry |
CN103803888A (en) * | 2014-03-11 | 2014-05-21 | 山东理工大学 | Method for preparing oil well cement test block by utilizing silicon oxynitride ceramic composite microspheres |
CN104592963A (en) * | 2015-01-06 | 2015-05-06 | 山东理工大学 | Method for preparing oil well cementing test block resistant to high temperatures and high pressures from aluminum diatomite ceramic microspheres |
CN104478418A (en) * | 2015-01-07 | 2015-04-01 | 山东理工大学 | Method for manufacturing high temperature resisting and high pressure resisting oil well cementation briquette through silicon bauxite ceramic microbeads |
CN205808844U (en) * | 2016-07-11 | 2016-12-14 | 长江大学 | A kind of gap adjustable cement mortar leak stopping simulation experiment device of wind |
CN106522923A (en) * | 2016-11-09 | 2017-03-22 | 中国石油大学(华东) | Oil/gas well cement sheath sealing integrity testing device and method for carrying out evaluation through device |
CN206470272U (en) * | 2017-02-17 | 2017-09-05 | 三峡大学 | Pneumatic slurry dehydration tester |
CN206583908U (en) * | 2017-03-31 | 2017-10-24 | 西南石油大学 | A kind of experimental provision for measuring cementing slurry fluid loss |
Non-Patent Citations (3)
Title |
---|
刘亚芳等: ""水泥浆失重的影响因素实验研究"", 《钻井液与完井液》 * |
张雄等: "漂珠-微泡沫低密度油井水泥的试验研究", 《水泥》 * |
郭胜来等: "考虑失水影响的固井水泥浆失重模拟实验装置设计", 《实验室研究与探索》 * |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN111395993A (en) * | 2020-02-11 | 2020-07-10 | 中国石油天然气集团有限公司 | Method for controlling fracturing deformation of horizontal casing of shale gas well |
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