CN206223613U - Concrete anti-seepage test piece sleeve and anti-permeability performance detection means - Google Patents
Concrete anti-seepage test piece sleeve and anti-permeability performance detection means Download PDFInfo
- Publication number
- CN206223613U CN206223613U CN201621226822.2U CN201621226822U CN206223613U CN 206223613 U CN206223613 U CN 206223613U CN 201621226822 U CN201621226822 U CN 201621226822U CN 206223613 U CN206223613 U CN 206223613U
- Authority
- CN
- China
- Prior art keywords
- test piece
- seepage
- concrete
- seepage test
- impermeability
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
Links
- 238000012360 testing method Methods 0.000 title claims abstract description 144
- 239000004567 concrete Substances 0.000 title claims abstract description 50
- 238000001514 detection method Methods 0.000 title claims description 12
- 230000003487 anti-permeability effect Effects 0.000 title description 2
- 238000007789 sealing Methods 0.000 claims abstract description 29
- 239000004568 cement Substances 0.000 claims description 10
- 229920006254 polymer film Polymers 0.000 claims description 4
- 230000003204 osmotic effect Effects 0.000 claims description 3
- 230000035515 penetration Effects 0.000 claims description 2
- 238000000034 method Methods 0.000 abstract description 14
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 abstract description 12
- 230000008569 process Effects 0.000 abstract description 10
- 230000000694 effects Effects 0.000 abstract description 3
- 238000010438 heat treatment Methods 0.000 abstract description 3
- 239000000463 material Substances 0.000 description 7
- 239000002245 particle Substances 0.000 description 5
- 239000004566 building material Substances 0.000 description 3
- 239000003795 chemical substances by application Substances 0.000 description 3
- 238000010276 construction Methods 0.000 description 3
- 238000004519 manufacturing process Methods 0.000 description 3
- 239000000203 mixture Substances 0.000 description 3
- 239000011248 coating agent Substances 0.000 description 2
- 238000000576 coating method Methods 0.000 description 2
- 230000007547 defect Effects 0.000 description 2
- 239000000839 emulsion Substances 0.000 description 2
- 239000011344 liquid material Substances 0.000 description 2
- 238000012958 reprocessing Methods 0.000 description 2
- 238000005070 sampling Methods 0.000 description 2
- RSWGJHLUYNHPMX-UHFFFAOYSA-N Abietic-Saeure Natural products C12CCC(C(C)C)=CC2=CCC2C1(C)CCCC2(C)C(O)=O RSWGJHLUYNHPMX-UHFFFAOYSA-N 0.000 description 1
- KHPCPRHQVVSZAH-HUOMCSJISA-N Rosin Natural products O(C/C=C/c1ccccc1)[C@H]1[C@H](O)[C@@H](O)[C@@H](O)[C@@H](CO)O1 KHPCPRHQVVSZAH-HUOMCSJISA-N 0.000 description 1
- 239000004480 active ingredient Substances 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000001680 brushing effect Effects 0.000 description 1
- 235000014121 butter Nutrition 0.000 description 1
- 238000006243 chemical reaction Methods 0.000 description 1
- 230000006835 compression Effects 0.000 description 1
- 238000007906 compression Methods 0.000 description 1
- 238000013461 design Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- FPAFDBFIGPHWGO-UHFFFAOYSA-N dioxosilane;oxomagnesium;hydrate Chemical compound O.[Mg]=O.[Mg]=O.[Mg]=O.O=[Si]=O.O=[Si]=O.O=[Si]=O.O=[Si]=O FPAFDBFIGPHWGO-UHFFFAOYSA-N 0.000 description 1
- 238000001035 drying Methods 0.000 description 1
- 238000011049 filling Methods 0.000 description 1
- 230000036571 hydration Effects 0.000 description 1
- 238000006703 hydration reaction Methods 0.000 description 1
- 238000007689 inspection Methods 0.000 description 1
- 238000011068 loading method Methods 0.000 description 1
- 238000005259 measurement Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 229920000620 organic polymer Polymers 0.000 description 1
- 239000003973 paint Substances 0.000 description 1
- 239000012188 paraffin wax Substances 0.000 description 1
- 230000035699 permeability Effects 0.000 description 1
- 239000000843 powder Substances 0.000 description 1
- 238000001556 precipitation Methods 0.000 description 1
- 238000003825 pressing Methods 0.000 description 1
- 239000002994 raw material Substances 0.000 description 1
- 238000011160 research Methods 0.000 description 1
- 239000003566 sealing material Substances 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 239000002904 solvent Substances 0.000 description 1
- 238000003756 stirring Methods 0.000 description 1
- KHPCPRHQVVSZAH-UHFFFAOYSA-N trans-cinnamyl beta-D-glucopyranoside Natural products OC1C(O)C(O)C(CO)OC1OCC=CC1=CC=CC=C1 KHPCPRHQVVSZAH-UHFFFAOYSA-N 0.000 description 1
Classifications
-
- G—PHYSICS
- G01—MEASURING; TESTING
- G01N—INVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
- G01N15/00—Investigating characteristics of particles; Investigating permeability, pore-volume or surface-area of porous materials
- G01N15/08—Investigating permeability, pore-volume, or surface area of porous materials
Landscapes
- Chemical & Material Sciences (AREA)
- Dispersion Chemistry (AREA)
- Physics & Mathematics (AREA)
- Health & Medical Sciences (AREA)
- Life Sciences & Earth Sciences (AREA)
- Analytical Chemistry (AREA)
- Biochemistry (AREA)
- General Health & Medical Sciences (AREA)
- General Physics & Mathematics (AREA)
- Immunology (AREA)
- Pathology (AREA)
- Examining Or Testing Airtightness (AREA)
- Investigating Strength Of Materials By Application Of Mechanical Stress (AREA)
Abstract
本实用新型公开了一种混凝土抗渗试件套,所述混凝土抗渗试件套为中空结构,所述中空结构的中空内壁与抗渗试件之间设有微膨胀密封层。微膨胀密封层设于抗渗试件与抗渗试件套之间,在试验过程中产生微膨胀,增大对试件的束缚力,保证了抗渗试件与抗渗试件套的紧密密封,有效减少了抗渗试件周边渗水的情况,提升密封效果,操作简单易行,无需加热,对环境无污染。
The utility model discloses a concrete anti-seepage test piece cover. The concrete anti-seepage test piece set is a hollow structure, and a micro-expansion sealing layer is arranged between the hollow inner wall of the hollow structure and the anti-seepage test piece. The micro-expansion sealing layer is set between the impermeable test piece and the impermeable test piece cover, and micro-expansion occurs during the test process, which increases the binding force on the test piece and ensures the tightness of the impermeable test piece and the impermeable test piece cover. The seal effectively reduces the water seepage around the impervious test piece, improves the sealing effect, is easy to operate, does not require heating, and has no pollution to the environment.
Description
技术领域technical field
本实用新型涉及建筑材料检测技术领域,尤其是一种混凝土抗渗试件套及抗渗性能检测装置。The utility model relates to the technical field of building material detection, in particular to a concrete impermeability test piece set and an impermeability detection device.
背景技术Background technique
混凝土是在建筑中被广泛使用的人工建材,对于某些建筑来讲,要求建筑物使用的混凝土具有特定的抗渗性能。混凝土抗渗仪主要用于混凝土抗渗性能的试验和抗渗标号的测定,同时也可利用它做建筑材料透气性的测定和质量检查,因此被广泛应用于生产、施工、设计、教研等领域。传统的抗渗仪自带抗渗试件套,将混凝土抗渗试件压入抗渗试件套前,需要在抗渗试件的外侧面上涂抹密封层,涂抹密封层的目的是使抗渗试件的外侧面与抗渗试件套内壁完全密封,使其在检测施加水压过程中不会出现边际渗漏的现象。传统的常用的涂抹密封层的方法是:用石蜡与松香的融化混合物涂抹或者用三角刀将黄油与滑石粉混合物均匀地刮涂在抗渗试件外侧面。这类密封材料在注水加压时易漏水,试验成功率较低,并且这类材料需要经过高温熔化后才能使用,操作繁琐,石蜡在加热过程中分解出有害物质污染环境,影响操作人员的身体健康。Concrete is an artificial building material widely used in construction. For some buildings, the concrete used in buildings is required to have specific impermeability properties. The concrete impermeability tester is mainly used for the test of the impermeability of concrete and the determination of the impermeability label. At the same time, it can also be used for the measurement and quality inspection of the air permeability of building materials. Therefore, it is widely used in production, construction, design, teaching and research and other fields. . The traditional anti-seepage instrument comes with an anti-seepage test set. Before pressing the concrete anti-seepage test piece into the anti-seepage test set, it is necessary to apply a sealing layer on the outer surface of the anti-seepage test piece. The purpose of applying the sealing layer is to make the anti-seepage The outer surface of the seepage test piece is completely sealed with the inner wall of the impervious test set, so that there will be no marginal leakage during the process of testing the applied water pressure. The traditional and commonly used method of applying the sealing layer is: apply the melted mixture of paraffin wax and rosin or use a triangular knife to evenly scrape the mixture of butter and talcum powder on the outer surface of the impervious test piece. This kind of sealing material is easy to leak when water is injected and pressurized, and the success rate of the test is low. Moreover, this kind of material needs to be melted at high temperature before it can be used. healthy.
实用新型内容Utility model content
基于此,本实用新型在于克服现有技术的缺陷,提供一种混凝土抗渗试件套及抗渗性能检测装置。Based on this, the utility model aims to overcome the defects of the prior art and provide a concrete impermeability test piece set and an impermeability detection device.
其技术方案如下:Its technical scheme is as follows:
一种混凝土抗渗试件套,所述混凝土抗渗试件套为中空结构,所述中空结构的中空内壁与抗渗试件之间设有微膨胀密封层。微膨胀密封层设于抗渗试件与抗渗试件套之间,在试验过程中产生微膨胀,增大对试件的束缚力,保证了抗渗试件与抗渗试件套的紧密密封,有效减少了抗渗试件周边渗水的情况,提升密封效果,操作简单易行,无需加热,对环境无污染。A concrete anti-seepage test set, the concrete anti-seepage test set is a hollow structure, and a micro-expansion sealing layer is provided between the hollow inner wall of the hollow structure and the anti-seepage test piece. The micro-expansion sealing layer is set between the impermeable test piece and the impermeable test piece cover, and micro-expansion occurs during the test process, which increases the binding force on the test piece and ensures the tightness of the impermeable test piece and the impermeable test piece cover. The seal effectively reduces the water seepage around the impervious test piece, improves the sealing effect, is easy to operate, does not require heating, and has no pollution to the environment.
在其中一个实施例中,所述混凝土抗渗试件套为中空的圆柱体结构。抗渗试件套采用上圆周与下圆周一致的圆柱体结构代替传统下宽上窄的圆台结构,在既有建筑物中,无需将现场钻芯的芯样进行浇筑、脱模和养护,简化了取样混凝土芯样的再加工工序,方便检测人员的操作,减轻检测人员的劳动强度,也避免了因试验操作,芯样与现浇混凝土抗渗性之间的差异而导致试验结果失真或失败;同时由于芯样无需再次成型养护,缩短了检测周期。同样,所述混凝土抗渗试件套不仅可以运用于既有建筑中,还可以推广运用于新建筑的混凝土试件的检测中,只需将新建筑的混凝土直接成型为圆柱形抗渗试件即可。In one of the embodiments, the concrete impermeability test set is a hollow cylindrical structure. The anti-seepage test set adopts a cylindrical structure with the same upper and lower circumferences instead of the traditional circular platform structure with a wide bottom and a narrow top. In existing buildings, it is not necessary to pour, demould and maintain the core samples drilled on site, simplifying It eliminates the reprocessing process of sampling concrete core samples, facilitates the operation of inspectors, reduces the labor intensity of inspectors, and avoids the distortion or failure of test results caused by the difference between the test operation, the core sample and the impermeability of cast-in-place concrete. ; At the same time, because the core sample does not need to be molded and maintained again, the detection cycle is shortened. Similarly, the concrete impermeability test piece set can not only be used in existing buildings, but also can be popularized and used in the detection of concrete test pieces of new buildings, only the concrete of new buildings needs to be directly formed into cylindrical anti-seepage test pieces That's it.
在其中一个实施例中,所述混凝土抗渗试件套的一端端部设有圆环凸肩,所述圆环凸肩沿圆周方向设有均匀分布的螺栓孔。抗渗试件套通过圆环凸肩上的螺栓孔与抗渗仪上的底盘螺栓连接,使其固定于底盘上部。在其中一个实施例中,所述圆柱体结构与圆环凸肩一体成型。工艺简单,制作方便,耗材少。In one of the embodiments, one end of the concrete impermeability test set is provided with an annular shoulder, and the annular shoulder is provided with evenly distributed bolt holes along the circumferential direction. The anti-seepage test piece set is connected with the chassis bolts on the anti-seepage instrument through the bolt holes on the shoulder of the ring, so that it is fixed on the upper part of the chassis. In one of the embodiments, the cylindrical structure is integrally formed with the annular shoulder. The process is simple, the production is convenient, and the consumables are less.
在其中一个实施例中,所述圆环凸肩沿圆周方向设有六个均匀分布的螺栓孔。所述混凝土抗渗试件套通过六个螺栓连接紧固于底盘上部。In one embodiment, the annular shoulder is provided with six evenly distributed bolt holes along the circumferential direction. The concrete impermeability test set is fastened to the upper part of the chassis through six bolt connections.
在其中一个实施例中,所述混凝土抗渗试件套的尺寸与混凝土抗渗试件的尺寸相匹配。使既有建筑混凝土抗渗试件不经过二次浇注即可压入抗渗试件套内。In one of the embodiments, the size of the concrete anti-seepage test piece set matches the size of the concrete anti-seepage test piece. The existing building concrete anti-seepage test piece can be pressed into the anti-seepage test piece set without secondary pouring.
在其中一个实施例中,所述微膨胀密封层为相互贯穿的聚合物膜层和水泥硬化体形成的渗透结晶型防水结构。渗透结晶型防水结构可与外层水泥及其他材料粘结牢固,其渗透深度小,不影响试件的抗渗性能。并且微膨胀密封层中还包括膨胀材料,可以使无机粉料水化过程中产生为微膨胀,增大对抗渗试件的束缚力。微膨胀密封层具有较好的密封性和粘结强度,提高了抗渗试验的密封性和抗压能力。In one embodiment, the micro-expansion sealing layer is a osmotic crystalline waterproof structure formed by interpenetrating polymer film layers and hardened cement. The permeable crystalline waterproof structure can be firmly bonded with the outer layer of cement and other materials, and its penetration depth is small, which does not affect the impermeability of the specimen. In addition, the micro-expansion sealing layer also includes an expansion material, which can cause micro-expansion in the hydration process of the inorganic powder and increase the binding force of the anti-seepage test piece. The micro-expansion sealing layer has good sealing and bonding strength, which improves the sealing and compression resistance of the impermeability test.
采用如上任一实施例的混凝土抗渗试件套的抗渗性能检测装置,包括:抗渗仪、底盘和抗渗试件套,所述底盘设于抗渗仪顶部,所述抗渗试件套通过螺栓连接紧固于底盘上部。The anti-seepage performance detection device adopting the concrete anti-seepage test piece cover as in any of the above embodiments includes: an anti-seepage instrument, a chassis and an anti-seepage test piece cover, the chassis is arranged on the top of the anti-seepage instrument, and the anti-seepage test piece The sleeve is fastened to the upper part of the chassis by bolt connection.
在其中一个实施例中,所述底盘上均布有6个试位。可供6个抗渗试件同时检测抗渗性能。In one of the embodiments, there are 6 test positions evenly distributed on the chassis. It can be used for 6 anti-seepage test pieces to test the anti-seepage performance at the same time.
在其中一个实施例中,所述6个试位沿底盘长度方向呈2行3列排列。In one of the embodiments, the six test positions are arranged in two rows and three columns along the length direction of the chassis.
本实用新型的有益效果在于:The beneficial effects of the utility model are:
微膨胀密封层设于抗渗试件与抗渗试件套之间,在试验过程中产生微膨胀,增大对试件的束缚力,保证了抗渗试件与抗渗试件套的紧密密封,有效减少了抗渗试件周边渗水的情况,提升密封效果,操作简单易行,无需加热,对环境无污染。The micro-expansion sealing layer is set between the impermeable test piece and the impermeable test piece cover, and micro-expansion occurs during the test process, which increases the binding force on the test piece and ensures the tightness of the impermeable test piece and the impermeable test piece cover. The seal effectively reduces the water seepage around the impervious test piece, improves the sealing effect, is easy to operate, does not require heating, and has no pollution to the environment.
抗渗试件套采用上圆周与下圆周一致的圆柱体结构代替传统下宽上窄的圆台结构,在既有建筑中,无需将现场钻芯的芯样进行浇筑、脱模和养护,简化了取样混凝土芯样的再加工工序,方便检测人员的操作,减轻检测人员的劳动强度,也避免了因试验操作,芯样与现浇混凝土抗渗性之间的差异而导致试验结果失真或失败;同时由于芯样无需再次成型养护,缩短了检测周期。同样,所述混凝土抗渗试件套不仅可以运用于既有建筑中,还可以推广运用于新建筑的混凝土试件的检测中,只需将新建筑的混凝土直接成型为圆柱形抗渗试件即可。The anti-seepage test set adopts a cylindrical structure with the same upper and lower circumferences instead of the traditional circular platform structure with a wide bottom and a narrow top. In existing buildings, there is no need to pour, demould and maintain the core samples drilled on site, which simplifies The reprocessing process of sampling the concrete core sample facilitates the operation of the inspectors, reduces the labor intensity of the inspectors, and avoids the distortion or failure of the test results caused by the test operation, the difference between the core sample and the impermeability of the cast-in-place concrete; At the same time, since the core sample does not need to be molded and maintained again, the detection cycle is shortened. Similarly, the concrete impermeability test piece set can not only be used in existing buildings, but also can be popularized and used in the detection of concrete test pieces of new buildings, only the concrete of new buildings needs to be directly formed into cylindrical anti-seepage test pieces That's it.
圆柱体结构与圆环凸肩一体成型,工艺简单,制作方便,耗材少。The cylindrical structure and the ring shoulder are integrally formed, the process is simple, the production is convenient, and the consumables are less.
附图说明Description of drawings
图1为本实用新型抗渗试件装模示意图;Fig. 1 is a schematic diagram of the utility model anti-seepage test piece loading mold;
图2位本实用新型抗渗试件套立体图;Fig. 2 is a three-dimensional view of the anti-seepage test piece cover of the utility model;
图3为本实用新型抗渗性能检测装置平面示意图。Fig. 3 is a schematic plan view of the anti-seepage performance testing device of the present invention.
附图标记说明:1-混凝土抗渗试件套、2-抗渗试件、3-微膨胀密封层、4-圆环凸肩、5-螺栓孔、6-抗渗仪、7-底盘、8-数显水压表。Description of reference signs: 1-concrete impermeability test set, 2-impermeability test piece, 3-micro-expansion sealing layer, 4-ring shoulder, 5-bolt hole, 6-impermeability instrument, 7-chassis, 8-Digital display water pressure gauge.
具体实施方式detailed description
为使本实用新型的目的、技术方案及优点更加清楚明白,以下结合附图及具体实施方式,对本实用新型进行进一步的详细说明。应当理解的是,此处所描述的具体实施方式仅用以解释本实用新型,并不限定本实用新型的保护范围。In order to make the purpose, technical solutions and advantages of the utility model clearer, the utility model will be further described in detail below in conjunction with the accompanying drawings and specific implementation methods. It should be understood that the specific embodiments described here are only used to explain the utility model, and do not limit the protection scope of the utility model.
如图1-2所示,一种混凝土抗渗试件套1,所述抗渗试件套1为中空的圆柱体结构,圆柱体结构一体成型,抗渗试件套1的尺寸与抗渗试件2的尺寸相匹配。骨料,即在混凝土中起骨架或填充作用的粒状松散材料。骨料作为混凝土中的主要原料,在建筑物中起骨架和支撑作用,骨料粒径则为骨料颗粒的直径。现今大部分房屋建筑工程采用商品混凝土进行施工,通常情况下骨料粒径控制在31.5mm以下,骨料粒径小,因此可以适当减小抗渗试件尺寸。本实施例中,抗渗试件2的尺寸为直径150mm,高度150mm,代替传统的185mm×175mm×150mm的圆台试件,试件重量减少了31%左右,方便了检测人员的操作,有效减轻检测人员的劳动强度。而且在实际工程运用中,可以根据骨料粒径的实际情况调整抗渗试件套1的及其抗渗试件2的尺寸。与抗渗试件2尺寸相匹配的抗渗试件套1的圆柱结构外径为170mm,抗渗试件套1的厚度为8mm。As shown in Figure 1-2, a concrete impermeability test set 1, the impermeability test set 1 is a hollow cylinder structure, the cylindrical structure is integrally formed, the size of the impermeability test set 1 is related to the impermeability Specimen 2 was matched in size. Aggregate is a granular loose material that acts as a skeleton or filling in concrete. Aggregate, as the main raw material in concrete, plays the role of skeleton and support in the building, and the aggregate particle size is the diameter of the aggregate particle. Nowadays, commercial concrete is used in most housing construction projects. Usually, the aggregate particle size is controlled below 31.5mm, and the aggregate particle size is small, so the size of the impermeability test piece can be appropriately reduced. In this embodiment, the impermeability test piece 2 has a diameter of 150mm and a height of 150mm, instead of the traditional round table test piece of 185mm×175mm×150mm, the weight of the test piece is reduced by about 31%, which facilitates the operation of the testing personnel and effectively reduces the Labor intensity of inspectors. Moreover, in actual engineering application, the size of the anti-seepage test piece set 1 and the anti-seepage test piece 2 can be adjusted according to the actual situation of the aggregate particle size. The outer diameter of the cylindrical structure of the anti-seepage test piece set 1 matching the size of the anti-seepage test piece 2 is 170mm, and the thickness of the anti-seepage test piece set 1 is 8mm.
微膨胀密封层3设于抗渗试件2与抗渗试件套1之间。微膨胀密封层3为相互贯穿的聚合物膜层和水泥硬化体形成的渗透结晶型防水结构,所述微膨胀密封层3以憎水性硅氧结构聚合物为主要成分,配以具极强渗透性的溶剂为载体,其活性成分可以渗入抗渗试件2外层水泥中的微细裂缝并产生化学反应,与外层水泥及其他材料粘结牢固,形成一层结晶致密的防水层,其渗透深度为抗渗试件表面的2mm范围内,不影响试件的抗渗性能。微膨胀密封层3的材料配比为:K11防水涂料液料:超细水泥:微膨胀剂=9:25:2.8。K11防水涂料液料中的有机聚合物乳液失水成为具有粘结性和连续性的膜层,水泥吸收乳液中的水而硬化,聚合物膜层与水泥硬化体相互贯穿而牢固的粘结成一个坚固的防水层。所述微膨胀密封层3还加入了微膨胀剂,适量微膨胀剂在水泥硬化过程中产生微膨胀,增大对抗渗试件2的束缚力。这种微膨胀材料具有较好的密封性和粘结强度,提高了抗渗实验的密封性和抗压能力,经试验,抗压性能可达到2.0Mpa以上。The micro-expansion sealing layer 3 is arranged between the anti-seepage test piece 2 and the anti-seepage test piece set 1 . The micro-expansion sealing layer 3 is a osmotic crystalline waterproof structure formed by interpenetrating polymer film layers and cement hardened body. The active solvent is used as the carrier, and its active ingredients can penetrate into the tiny cracks in the outer cement of impermeability test piece 2 and produce chemical reactions, and bond firmly with the outer cement and other materials to form a layer of crystalline and dense waterproof layer, which can penetrate The depth is within 2mm of the surface of the impermeability test piece, and does not affect the impermeability of the test piece. The material ratio of the micro-expansion sealing layer 3 is: K11 waterproof coating liquid material: superfine cement: micro-expansion agent = 9:25:2.8. The organic polymer emulsion in the K11 waterproof coating liquid material loses water and becomes a cohesive and continuous film layer. The cement absorbs the water in the emulsion and hardens. The polymer film layer and the cement hardened body penetrate each other and form a firm bond. A solid waterproof layer. The micro-expansion sealing layer 3 is also added with a micro-expansion agent, and an appropriate amount of micro-expansion agent produces micro-expansion during the cement hardening process, which increases the binding force of the anti-seepage test piece 2 . This kind of micro-expansion material has good sealing and bonding strength, which improves the sealing and compressive capacity of the impermeability test. After testing, the compressive property can reach more than 2.0Mpa.
所述抗渗试件套1的一端端部设有圆环凸肩4,所述圆环凸肩4与圆柱体结构一体成型。圆环凸肩4的厚度为15mm。所述圆环凸肩4沿圆周方向设有均匀分布的六个螺栓孔5。One end of the impermeability test piece set 1 is provided with an annular shoulder 4, and the annular shoulder 4 is integrally formed with the cylindrical structure. The thickness of the annular shoulder 4 is 15mm. The annular shoulder 4 is provided with six bolt holes 5 evenly distributed along the circumferential direction.
实施例2Example 2
如图3所示,采用如上实施例的混凝土抗渗试件套的抗渗性能检测装置,包括:抗渗仪6、底盘7和抗渗试件套1,所述底盘7设于抗渗仪顶部6,底盘7上设试位。当抗渗试件2压入抗渗试件套1后,放置于抗渗仪6的底盘7上的试位中,抗渗试件套1通过圆环凸肩4上的螺栓孔5与抗渗仪6上的底盘7螺栓连接,使其固定于底盘7上部的试位中。As shown in Figure 3, the anti-seepage performance detection device adopting the concrete anti-seepage test piece set of the above embodiment includes: an anti-seepage meter 6, a chassis 7 and an anti-seepage test piece set 1, and the chassis 7 is arranged on the anti-seepage meter Top 6, test position is established on the chassis 7. After the anti-seepage test piece 2 is pressed into the anti-seepage test piece set 1, it is placed in the test position on the chassis 7 of the anti-seepage instrument 6, and the anti-seepage test piece set 1 passes through the bolt hole 5 on the ring shoulder 4 to connect with the anti-seepage test piece. The chassis 7 on the osmometer 6 is bolted so that it is fixed in the test position on the top of the chassis 7 .
所述底盘7上均布有6个试位,所述6个试位沿底盘6长度方向呈2行3列排列。试验中的水压可在抗渗仪6的箱体面上的数显水压表8读数。There are 6 test positions evenly distributed on the chassis 7 , and the 6 test positions are arranged in 2 rows and 3 columns along the length direction of the chassis 6 . The water pressure in the test can be read on the digital display water pressure gauge 8 on the casing surface of the anti-seepage meter 6 .
采用上述抗渗性能检测装置的方法,具体步骤如下:The method of adopting the above-mentioned anti-permeability detection device, the specific steps are as follows:
步骤一:将无明显缺陷的芯样制作成直径150mm,高度150mm的圆柱体作为抗渗试件2,每组做6个抗渗试件2为宜。Step 1: Make the core sample without obvious defects into a cylinder with a diameter of 150mm and a height of 150mm as the impermeability test piece 2, and it is advisable to make six impermeability test pieces 2 for each group.
步骤二:清理抗渗试件2表面,并用清水预湿抗渗试件2侧面,保持侧面湿润,但无明水。Step 2: Clean the surface of the anti-seepage test piece 2, and pre-wet the side of the anti-seepage test piece 2 with clean water to keep the side wet, but without clear water.
步骤三:按设计配比配置微膨胀密封层3,调匀至无沉淀的膏状,放置五分钟后进行二次搅拌以备用。Step 3: Configure the micro-expansion sealing layer 3 according to the designed ratio, mix thoroughly until it is a paste without precipitation, leave it for five minutes, and then stir it for the second time for later use.
步骤四:用毛刷将膏状物即微膨胀密封层3均匀涂抹于抗渗试件2侧面,分三遍涂刷。涂刷一遍后待初步干固后(间隔时间2-4小时)再涂下一遍,三遍涂刷的微膨胀密封层3的厚度为1.5-2mm左右。Step 4: Use a brush to evenly apply the paste, that is, the micro-expansion sealing layer 3, on the side of the anti-seepage test piece 2, and apply it three times. After brushing once, wait for preliminary drying (interval time 2-4 hours) and then paint again, and the thickness of the micro-expansion sealing layer 3 that brushes three times is about 1.5-2mm.
步骤五:当对抗渗试件2涂刷到第三遍时,要同时涂刷抗渗试件套1的模腔,即涂刷圆柱体中空内壁。Step 5: When the anti-seepage test piece 2 is painted for the third time, the mold cavity of the anti-seepage test piece set 1 should be painted at the same time, that is, the hollow inner wall of the cylinder should be painted.
步骤六:用加压装置将抗渗试件2压入抗渗试件套1内,静置48h后进行抗渗试验。Step 6: Press the anti-seepage test piece 2 into the anti-seepage test piece set 1 with a pressurizing device, and perform the anti-seepage test after standing for 48 hours.
步骤七:将带有抗渗试件2的抗渗试件套1安装于底盘7上的试位上,通过圆环凸肩4上的螺栓孔5,采用螺母与试位螺栓连接。Step 7: Install the anti-seepage test piece set 1 with the anti-seepage test piece 2 on the test position on the chassis 7, pass through the bolt holes 5 on the ring shoulder 4, and connect the test position bolts with nuts.
步骤八:开启抗渗仪6进行抗渗试验。Step 8: Turn on the anti-seepage instrument 6 to carry out the anti-seepage test.
以上所述实施例的各技术特征可以进行任意的组合,为使描述简洁,未对上述实施例中的各个技术特征所有可能的组合都进行描述,然而,只要这些技术特征的组合不存在矛盾,都应当认为是本说明书记载的范围。The technical features of the above-mentioned embodiments can be combined arbitrarily. To make the description concise, all possible combinations of the technical features in the above-mentioned embodiments are not described. However, as long as there is no contradiction in the combination of these technical features, should be considered as within the scope of this specification.
以上所述实施例仅表达了本实用新型的几种实施方式,其描述较为具体和详细,但并不能因此而理解为对实用新型专利范围的限制。应当指出的是,对于本领域的普通技术人员来说,在不脱离本实用新型构思的前提下,还可以做出若干变形和改进,这些都属于本实用新型的保护范围。因此,本实用新型专利的保护范围应以所附权利要求为准。The above-mentioned embodiments only express several implementation modes of the utility model, and the description thereof is relatively specific and detailed, but it should not be interpreted as a limitation on the patent scope of the utility model. It should be noted that those skilled in the art can make several modifications and improvements without departing from the concept of the present invention, and these all belong to the protection scope of the present invention. Therefore, the scope of protection of the utility model patent should be based on the appended claims.
Claims (10)
Priority Applications (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201621226822.2U CN206223613U (en) | 2016-11-15 | 2016-11-15 | Concrete anti-seepage test piece sleeve and anti-permeability performance detection means |
PCT/CN2017/079284 WO2018090540A1 (en) | 2016-11-15 | 2017-04-01 | Concrete impermeable test-piece sleeve and impermeability performance measurement apparatus |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201621226822.2U CN206223613U (en) | 2016-11-15 | 2016-11-15 | Concrete anti-seepage test piece sleeve and anti-permeability performance detection means |
Publications (1)
Publication Number | Publication Date |
---|---|
CN206223613U true CN206223613U (en) | 2017-06-06 |
Family
ID=58792540
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201621226822.2U Expired - Fee Related CN206223613U (en) | 2016-11-15 | 2016-11-15 | Concrete anti-seepage test piece sleeve and anti-permeability performance detection means |
Country Status (2)
Country | Link |
---|---|
CN (1) | CN206223613U (en) |
WO (1) | WO2018090540A1 (en) |
Cited By (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN107643244A (en) * | 2017-11-02 | 2018-01-30 | 四川农业大学 | A kind of concrete impermeability test device |
CN108104846A (en) * | 2018-01-31 | 2018-06-01 | 湖南省交通科学研究院有限公司 | The supercharging reverse osmosis mechanism of cavern and supercharging reverse osmosis method are reserved for square tunnel |
CN108152185A (en) * | 2017-12-05 | 2018-06-12 | 同济大学 | New concrete air infiltration tester |
CN112595648A (en) * | 2020-12-14 | 2021-04-02 | 广东省水利水电科学研究院 | Device and method for detecting seepage failure ratio degradation quality of core sample of plastic concrete wall |
CN113405873A (en) * | 2021-06-22 | 2021-09-17 | 江苏省建筑工程质量检测中心有限公司 | Sealing device for concrete entity impermeability test and impermeability test method |
CN114112846A (en) * | 2021-11-19 | 2022-03-01 | 西安石油大学 | A device for measuring rock permeability in geology |
Families Citing this family (30)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN109060635A (en) * | 2018-09-17 | 2018-12-21 | 江门市建联检测有限公司 | A kind of impermeability test method for concrete |
CN109444024B (en) * | 2018-12-26 | 2024-01-30 | 中国科学院武汉岩土力学研究所 | Experimental device for simulation ground even wall slot section seam crossing crack seepage detection |
CN110455609B (en) * | 2019-08-06 | 2022-06-03 | 深圳市市政工程总公司 | Preparation method of compression-resistant test piece of inorganic binder construction waste roadbed mixture |
CN110346263B (en) * | 2019-08-09 | 2024-11-01 | 无锡东仪制造科技有限公司 | Multilayer impervious testing machine |
CN110487702A (en) * | 2019-09-06 | 2019-11-22 | 江苏建仪测试仪器有限公司 | A kind of high pressure sealing pressurizing unit |
CN111103223A (en) * | 2019-12-17 | 2020-05-05 | 玉田县九天建设工程质量检测有限公司 | Impervious meter for waterproof materials |
CN111175210B (en) * | 2019-12-31 | 2023-05-23 | 中交二航局建筑科技有限公司 | Method for rapidly sealing mortar impervious test piece |
CN111122282A (en) * | 2020-01-06 | 2020-05-08 | 湖南联智科技股份有限公司 | Concrete impermeability test device and method thereof |
CN111458275A (en) * | 2020-04-24 | 2020-07-28 | 河北天恒伟业试验仪器有限公司 | Airbag sealing device for penetration test of concrete block |
CN111504879B (en) * | 2020-05-08 | 2022-11-11 | 珠江水利委员会珠江水利科学研究院 | Concrete impermeability test method for hydraulic engineering quality detection |
CN112326527A (en) * | 2020-10-26 | 2021-02-05 | 江苏省交通工程集团有限公司 | Concrete detection method for road and bridge construction |
CN113029895B (en) * | 2021-01-20 | 2024-04-02 | 中铁十二局集团安徽混凝土制品有限公司 | Concrete impermeability test device and test method |
CN112858137B (en) * | 2021-02-03 | 2023-06-20 | 石家庄宏业交通建设监理有限公司 | Automatic pressure regulating concrete anti-permeability instrument |
CN113237810B (en) * | 2021-04-26 | 2024-11-12 | 合肥工业大学 | A concrete leakage test pressurizing device and test method thereof |
CN113340789B (en) * | 2021-06-15 | 2024-01-19 | 中交二公局第三工程有限公司 | Full-automatic concrete penetration detection device convenient to wash and high in detection precision |
CN113466103B (en) * | 2021-06-25 | 2023-01-10 | 中核四达建设监理有限公司 | Mortar penetration detection device and method |
CN114414454B (en) * | 2022-01-14 | 2024-03-19 | 河北天恒伟业试验仪器有限公司 | Control method of concrete impermeability instrument |
CN114894695B (en) * | 2022-05-25 | 2024-12-31 | 江西科技学院 | Concrete impermeability detection device and detection method |
CN115078220A (en) * | 2022-06-30 | 2022-09-20 | 西南交通大学 | A device and method for testing the impermeability of waterproof materials under the action of hydrothermal coupling |
CN115931683B (en) * | 2023-03-15 | 2023-05-02 | 潍坊高新建设集团有限公司 | Building concrete impermeability test device and method |
CN116380749B (en) * | 2023-04-26 | 2023-09-01 | 衡水路桥工程有限公司 | Bridge concrete impermeability detection device and detection method thereof |
CN116202938B (en) * | 2023-04-28 | 2023-06-30 | 常州市慧宇建筑工程质量检测有限公司 | Full-automatic penetrometer for concrete permeation resistance test |
CN116481998A (en) * | 2023-05-08 | 2023-07-25 | 临沂大学 | Low-permeability non-hydrophilic solid-fluid coupling similar material proportioning test method |
CN116879138B (en) * | 2023-07-31 | 2024-05-03 | 广州增城正源建设工程检测中心有限公司 | Concrete impervious performance detection device |
CN117705531B (en) * | 2023-12-22 | 2024-05-28 | 滨州市诚信建设工程检测有限公司 | Sealing method for concrete impervious test piece |
CN118010595B (en) * | 2024-04-09 | 2024-07-19 | 河南百川工程质量检验有限公司 | Water conservancy construction concrete intensity detection device |
CN118090556B (en) * | 2024-04-17 | 2024-06-25 | 西南交通大学 | A concrete impermeability test mold |
CN118483143B (en) * | 2024-07-16 | 2024-09-06 | 德州希霖水土治理科技有限公司 | Concrete quality detection device for hydraulic engineering |
CN118937184B (en) * | 2024-10-08 | 2024-12-20 | 赣州市建设工程质量检测中心 | Machine-made sand concrete water permeability detection device |
CN119198500B (en) * | 2024-11-29 | 2025-03-14 | 安徽省城建设计研究总院股份有限公司 | A method for judging the effectiveness of water seepage in concrete anti-seepage testing |
Family Cites Families (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN201795981U (en) * | 2010-08-30 | 2011-04-13 | 中冶天工上海十三冶建设有限公司 | Concrete anti-seepage test piece sleeve with sealing device |
CN202676576U (en) * | 2012-04-01 | 2013-01-16 | 天津二建建筑工程有限公司 | Test-specimen covering mould set of fast packaging device of concrete impermeability instrument |
CN104880394B (en) * | 2015-05-04 | 2017-12-26 | 同济大学 | A kind of concrete air infiltration test equipment and its method of testing |
CN104977236A (en) * | 2015-07-14 | 2015-10-14 | 中震(北京)工程检测有限公司 | Concrete impermeability test device sealed by waterproof paint and test method of concrete impermeability test device |
CN204855320U (en) * | 2015-07-14 | 2015-12-09 | 中震(北京)工程检测有限公司 | Adopt impervious test device of concrete that waterproof layer is sealed |
CN104977235A (en) * | 2015-07-14 | 2015-10-14 | 中震(北京)工程检测有限公司 | Method for concrete impermeability test adopting rubber sleeve seal |
US9341558B1 (en) * | 2015-08-25 | 2016-05-17 | King Saud University | System and method for measuring permeation properties of concrete and porous materials |
-
2016
- 2016-11-15 CN CN201621226822.2U patent/CN206223613U/en not_active Expired - Fee Related
-
2017
- 2017-04-01 WO PCT/CN2017/079284 patent/WO2018090540A1/en active Application Filing
Cited By (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN107643244A (en) * | 2017-11-02 | 2018-01-30 | 四川农业大学 | A kind of concrete impermeability test device |
CN108152185A (en) * | 2017-12-05 | 2018-06-12 | 同济大学 | New concrete air infiltration tester |
CN108104846A (en) * | 2018-01-31 | 2018-06-01 | 湖南省交通科学研究院有限公司 | The supercharging reverse osmosis mechanism of cavern and supercharging reverse osmosis method are reserved for square tunnel |
CN108104846B (en) * | 2018-01-31 | 2024-06-07 | 湖南省交通科学研究院有限公司 | Pressurizing reverse osmosis device and pressurizing reverse osmosis method for reserved cavity of square tunnel |
CN112595648A (en) * | 2020-12-14 | 2021-04-02 | 广东省水利水电科学研究院 | Device and method for detecting seepage failure ratio degradation quality of core sample of plastic concrete wall |
CN113405873A (en) * | 2021-06-22 | 2021-09-17 | 江苏省建筑工程质量检测中心有限公司 | Sealing device for concrete entity impermeability test and impermeability test method |
CN114112846A (en) * | 2021-11-19 | 2022-03-01 | 西安石油大学 | A device for measuring rock permeability in geology |
CN114112846B (en) * | 2021-11-19 | 2023-09-19 | 西安石油大学 | A rock permeability measuring device used in geology |
Also Published As
Publication number | Publication date |
---|---|
WO2018090540A1 (en) | 2018-05-24 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN206223613U (en) | Concrete anti-seepage test piece sleeve and anti-permeability performance detection means | |
CN101482468B (en) | Test method for interface impermeability between sealing material and concrete bonded specimen | |
CN101149368A (en) | Method for detecting solid concrete impermeability by core boring sampling | |
CN101482470B (en) | Test method for the impermeability of the interface between sealant and substrate bonded sample | |
CN103712901B (en) | A kind of sealing material and its application for impermeability test | |
CN105158136A (en) | Determination method and testing apparatus for permeability coefficient of cement-based material | |
CN105181548A (en) | Sealing material for concrete impermeability tests and test method thereof | |
CN102353624A (en) | Plastic concrete permeability test device and its test method | |
CN101666736A (en) | Impermeability test method for concrete | |
CN110308083A (en) | A test method suitable for relative permeability coefficient of low-strength plastic concrete | |
CN103822864A (en) | Testing method for water permeability resistance of concrete core sample | |
CN109540766A (en) | A kind of test method of concrete core sample relative permeability | |
CN108344544A (en) | A kind of experimental rig and method measuring composite geo-membrane defect leakage | |
CN101423419B (en) | Concrete impervious test piece sealant | |
CN102692370B (en) | Method and device for testing in-situ pressure osmosis of coating | |
CN103776749A (en) | Asphalt mortar water vapor permeability experiment device under evaluation pressurization conditions | |
CN104990839B (en) | A kind of sealing material permeability test device of mist containing sand | |
CN113029895B (en) | Concrete impermeability test device and test method | |
CN205808880U (en) | The bituminous concrete infiltration experiment device improved | |
CN109827713A (en) | It is a kind of to be tested using mixing sealing material for anti-leakage | |
CN109709311A (en) | An indoor simulation device for dome grouting research | |
CN104614504B (en) | A kind of contaminated soil cured test method | |
CN208140451U (en) | A kind of preparation facilities of the impervious sample of soil cement | |
CN208043356U (en) | A kind of experimental rig measuring composite geo-membrane defect leakage | |
CN113295484B (en) | Method for manufacturing concrete test piece for simulating water-containing cavity defect |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
GR01 | Patent grant | ||
GR01 | Patent grant | ||
CP03 | Change of name, title or address |
Address after: Room 1619, No. 85, Kefeng Road, Huangpu District, Guangzhou, Guangdong 510535 Patentee after: Guojian Testing Holding Group (Guangdong) Co.,Ltd. Address before: Room 407, No. 17, Fenghuang 3rd Road, Luogang District (Zhongxin Guangzhou Knowledge City), Guangzhou, Guangdong 510663 Patentee before: GUANGDONG ZHONGKE HUADA TEST Co.,Ltd. |
|
CP03 | Change of name, title or address | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20170606 |
|
CF01 | Termination of patent right due to non-payment of annual fee |