CN110146653A - A simulation device for underwater pouring of fluidized and solidified silt and its application method - Google Patents
A simulation device for underwater pouring of fluidized and solidified silt and its application method Download PDFInfo
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- 238000000034 method Methods 0.000 title claims abstract description 17
- 238000004088 simulation Methods 0.000 title claims abstract description 14
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 73
- 239000010802 sludge Substances 0.000 claims abstract description 48
- 238000003860 storage Methods 0.000 claims abstract description 26
- 239000000463 material Substances 0.000 claims abstract description 19
- 238000012360 testing method Methods 0.000 claims abstract description 17
- 238000003756 stirring Methods 0.000 claims description 4
- 238000002347 injection Methods 0.000 claims description 3
- 239000007924 injection Substances 0.000 claims description 3
- 238000012546 transfer Methods 0.000 claims description 3
- 229910052751 metal Inorganic materials 0.000 claims description 2
- 239000002184 metal Substances 0.000 claims description 2
- 238000012544 monitoring process Methods 0.000 abstract description 6
- 238000012423 maintenance Methods 0.000 abstract description 4
- 238000010276 construction Methods 0.000 description 3
- 229910001385 heavy metal Inorganic materials 0.000 description 3
- VVQNEPGJFQJSBK-UHFFFAOYSA-N Methyl methacrylate Chemical compound COC(=O)C(C)=C VVQNEPGJFQJSBK-UHFFFAOYSA-N 0.000 description 2
- 229920005372 Plexiglas® Polymers 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 238000002474 experimental method Methods 0.000 description 2
- 238000005243 fluidization Methods 0.000 description 2
- 238000005096 rolling process Methods 0.000 description 2
- 238000007711 solidification Methods 0.000 description 2
- 230000008023 solidification Effects 0.000 description 2
- 239000000243 solution Substances 0.000 description 2
- 238000009412 basement excavation Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000004140 cleaning Methods 0.000 description 1
- 238000013461 design Methods 0.000 description 1
- 238000000605 extraction Methods 0.000 description 1
- -1 hydroxide ions Chemical class 0.000 description 1
- 150000002500 ions Chemical class 0.000 description 1
- 238000010169 landfilling Methods 0.000 description 1
- 238000007726 management method Methods 0.000 description 1
- 239000007769 metal material Substances 0.000 description 1
- 238000002156 mixing Methods 0.000 description 1
- 238000001139 pH measurement Methods 0.000 description 1
- 238000005086 pumping Methods 0.000 description 1
- 238000005070 sampling Methods 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B1/00—Equipment or apparatus for, or methods of, general hydraulic engineering, e.g. protection of constructions against ice-strains
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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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- 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
- G01N1/38—Diluting, dispersing or mixing samples
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- G—PHYSICS
- G01—MEASURING; TESTING
- G01N—INVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
- G01N3/00—Investigating strength properties of solid materials by application of mechanical stress
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- G—PHYSICS
- G01—MEASURING; TESTING
- G01N—INVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
- G01N3/00—Investigating strength properties of solid materials by application of mechanical stress
- G01N3/08—Investigating strength properties of solid materials by application of mechanical stress by applying steady tensile or compressive forces
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- G—PHYSICS
- G01—MEASURING; TESTING
- G01N—INVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
- G01N3/00—Investigating strength properties of solid materials by application of mechanical stress
- G01N3/20—Investigating strength properties of solid materials by application of mechanical stress by applying steady bending forces
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- G—PHYSICS
- G01—MEASURING; TESTING
- 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
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- G—PHYSICS
- G01—MEASURING; TESTING
- G01N—INVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
- G01N2203/00—Investigating strength properties of solid materials by application of mechanical stress
- G01N2203/0014—Type of force applied
- G01N2203/0016—Tensile or compressive
- G01N2203/0019—Compressive
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- G—PHYSICS
- G01—MEASURING; TESTING
- G01N—INVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
- G01N2203/00—Investigating strength properties of solid materials by application of mechanical stress
- G01N2203/0014—Type of force applied
- G01N2203/0025—Shearing
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Abstract
本发明公开了一种流动化固化淤泥水下浇筑的模拟装置及使用方法，包括压注器，贮泥器,柱状容器，浇筑管道，水样抽取器和固化淤泥收集器，柱状容器顶部连接有盖板，盖板上内嵌有贮泥器，底部连接有固化淤泥收集器，内部设有浇筑管道；浇筑管道的顶部与贮泥器底部的孔相通，底部插入固化淤泥收集器中；贮泥器内置有压注器；水样抽取器包括外壳、手柄和活塞，手柄与活塞相连，将水样抽取器插入水柱中，在浇筑同时通过水样抽取器采集水柱中不同深度的水样，进行水质监测。本发明可以模拟流动化固化淤泥浇筑材料的水下浇筑、研究水下浇筑对周围水体的影响以及对固化淤泥水下围压养护的力学性质特征进行测试，操作性和安全性高，适用性广，工作效率高。
The invention discloses a simulation device and a use method for fluidized and solidified sludge underwater pouring, comprising a pressure injector, a mud storage device, a columnar container, a pouring pipeline, a water sample extractor and a solidified sludge collector. The top of the columnar container is connected with The cover plate is embedded with a mud storage device, the bottom is connected with a solidified silt collector, and a pouring pipe is arranged inside; the top of the pouring pipe communicates with the hole at the bottom of the mud storage device, and the bottom is inserted into the solidified silt collector; There is a pressure injector built into the device; the water sample extractor includes a shell, a handle and a piston, and the handle is connected to the piston. The water sample extractor is inserted into the water column, and water samples of different depths in the water column are collected by the water sample extractor during pouring. Water quality monitoring. The invention can simulate the underwater pouring of the fluidized solidified sludge pouring material, study the influence of the underwater pouring on the surrounding water body, and test the mechanical property characteristics of the solidified sludge underwater confining pressure maintenance, and has high operability and safety and wide applicability ,high working efficiency.
Description
技术领域technical field
本发明涉及一种固化淤泥水下浇筑的模拟装置及使用方法，尤其涉及一种流动化固化淤泥水下浇筑的模拟装置及使用方法。The invention relates to a simulation device and a use method for underwater pouring of solidified silt, in particular to a simulation device for underwater pouring of fluidized solidified sludge and a use method.
背景技术Background technique
近几年我国在黑臭河道治理，河湖综合治理以及海洋疏浚等工程中产生了大量的废弃淤泥，而将淤泥固化处理后进行填土材料利用的实例较多，也成了解决淤泥出路的主要方式之一。最近，除将淤泥固化后在陆地上进行回填、碾压施工以外，利用固化淤泥在水下填筑的工程需求渐趋突出。比如正在设计中的大连湾跨海交通工程中，正在讨论能否利用沉管隧道开挖产生的淤泥用来填筑人工岛；也有一些湖泊希望疏浚产生的淤泥能够通过在湖体内填筑人工岛来解决淤泥的出路问题。与陆地填筑不同，水下填筑的材料因为无法进行碾压施工，如果在不进行碾压的施工工艺下将固化或脱水淤泥填筑水中，一般很难满足作为地基材料的强度和变形要求。这种工况下，流动化固化的工艺成为常用的方法。也就是将淤泥与固化材料混合成搅拌混凝土的状态，在水下进行浇筑使用的方法，如日本的名古屋中部国际机场及羽田机场D跑道均是将海域附近的疏浚淤泥经流动化固化处理后作为人工岛土材料进行水下浇筑施工而形成的。In recent years, my country has produced a large amount of waste silt in projects such as black and odorous river course management, comprehensive river and lake treatment, and ocean dredging, and there are many examples of solidifying silt for use as filling materials, and it has become a solution to the silt outlet. One of the main ways. Recently, in addition to backfilling and rolling construction on land after solidifying silt, the engineering demand for using solidified silt to fill underwater has become increasingly prominent. For example, in the Dalian Bay cross-sea traffic project under design, it is being discussed whether the silt produced by the excavation of immersed tube tunnels can be used to fill artificial islands; there are also some lakes that hope that the silt produced by dredging can be used to fill artificial islands in the lake. To solve the outlet problem of silt. Different from land filling, underwater filling materials cannot be rolled and compacted. If solidified or dehydrated silt is filled in water without rolling, it is generally difficult to meet the strength and deformation requirements of foundation materials. . Under such working conditions, the fluidization and solidification process has become a commonly used method. That is, the method of mixing silt and solidified materials into a state of stirring concrete and pouring it underwater. For example, the D runway of Nagoya Chubu International Airport and Haneda Airport in Japan is to use the dredged silt near the sea after fluidization and solidification treatment. The artificial island soil material is formed by underwater pouring construction.
我国的固化淤泥水下浇筑前景广阔，但现有的一些浇筑装置和测试方法主要是针对混凝土浇筑施工设计的，不能够完全模拟流动化固化淤泥的水下浇筑，并且也不能实现在浇筑同时对水质进行实时监测以及固化淤泥水下围压养护的力学性质实验。The prospect of underwater pouring of solidified silt in our country is broad, but some existing pouring devices and testing methods are mainly designed for concrete pouring construction, which cannot completely simulate the underwater pouring of fluidized solidified silt, and cannot realize the simultaneous pouring of solidified silt. Real-time monitoring of water quality and mechanical property experiments of solidified silt underwater confining pressure conservation.
发明内容Contents of the invention
发明目的：本发明目的是提供一种流动化固化淤泥水下浇筑的模拟装置及使用方法，能够模拟流动化固化淤泥的水下浇筑，同时实现水质监测以及固化淤泥水下围压养护的力学性质实验。Purpose of the invention: The purpose of the present invention is to provide a simulation device and method of use of fluidized solidified sludge underwater pouring, which can simulate the underwater pouring of fluidized solidified sludge, and at the same time realize the mechanical properties of water quality monitoring and underwater confining pressure maintenance of solidified sludge experiment.
技术方案：本发明包括压注器，贮泥器,柱状容器，浇筑管道和固化淤泥收集器，所述柱状容器的顶部连接有盖板，盖板上内嵌有贮泥器，柱状容器底部连接有固化淤泥收集器，内部设有浇筑管道；所述浇筑管道的顶部与贮泥器底部的孔相通，底部插入固化淤泥收集器中；所述的贮泥器内置有压注器。Technical solution: The present invention includes a pressure injector, a mud storage device, a columnar container, a pouring pipeline and a solidified sludge collector. There is a solidified sludge collector, and a pouring pipeline is arranged inside; the top of the pouring pipeline communicates with the hole at the bottom of the mud storage, and the bottom is inserted into the solidified sludge collector; the mud storage is built with a pressure injector.
还包括水样抽取器，所述的水样抽取器包括外壳、手柄和活塞，所述的手柄与活塞相连，将水样抽取器插入水柱中，在浇筑的同时通过水样抽取器采集水柱中不同深度的水样，进行水质监测。Also includes a water sample extractor, the water sample extractor includes a shell, a handle and a piston, the handle is connected to the piston, the water sample extractor is inserted into the water column, and the water sample extractor is used to collect water in the column while pouring Water samples at different depths were used for water quality monitoring.
所述的水样抽取器能够通过柱状容器盖板上的预留孔插入柱状容器内部的水中，在浇筑的同时通过水样抽取器采集水柱中不同深度的水样，进行水质监测。The water sample extractor can be inserted into the water inside the columnar container through the reserved hole on the cover plate of the columnar container, and water samples of different depths in the water column can be collected by the water sample extractor during pouring to monitor the water quality.
所述的固化淤泥收集器底部固定有底座。The bottom of the solidified sludge collector is fixed with a base.
所述的柱状容器分别通过法兰与盖板及固化淤泥收集器连接。The columnar container is respectively connected to the cover plate and the solidified sludge collector through flanges.
所述的压注器采用金属材质。The injector is made of metal.
所述的一种流动化固化淤泥水下浇筑的模拟装置的使用方法，包括以下步骤：A method for using a simulation device for underwater pouring of fluidized and solidified silt, comprising the following steps:
1)将淤泥和固化材料按照实验比例搅拌成流动化固化淤泥浇筑材料，并转移到贮泥器中；1) Stir the silt and solidified material into a fluidized solidified silt pouring material according to the experimental ratio, and transfer it to the mud storage container;
2)向柱状容器中注入水，用于模拟水下浇筑条件；2) Inject water into the columnar container to simulate underwater pouring conditions;
3)用压注器将流动化固化淤泥浇筑材料从贮泥器中通过浇筑管道压送到固化淤泥收集器；3) Use a pressure injector to press the fluidized solidified sludge pouring material from the sludge storage tank to the solidified sludge collector through the pouring pipeline;
4)将水样抽取器插入水柱中，在浇筑的同时通过水样抽取器采集水柱中不同深度的水样，进行水质监测；4) Insert the water sample extractor into the water column, collect water samples at different depths in the water column through the water sample extractor while pouring, and monitor the water quality;
5)试验结束后，取出固化淤泥收集器中的固化淤泥进行相关力学性质的检测。5) After the test, the solidified sludge in the solidified sludge collector was taken out to test the relevant mechanical properties.
有益效果：本发明可以模拟流动化固化淤泥浇筑材料的水下浇筑、研究水下浇筑对周围水体的影响以及对固化淤泥水下围压养护的力学性质特征进行测试，由于使用固化浇筑材料少，容器短，其操作性和安全性容易得到保障，多个可拆卸、可替换部件使得装置有着广泛的适用性，也大大提高了工作效率，并且为流动化固化淤泥的水下浇筑室内模拟研究提供了一种实验装置。Beneficial effects: the present invention can simulate the underwater pouring of fluidized and solidified silt pouring materials, study the influence of underwater pouring on the surrounding water body, and test the mechanical properties of solidified silt underwater confining pressure maintenance. Since less solidified pouring materials are used, The container is short, and its operability and safety are easily guaranteed. Multiple detachable and replaceable parts make the device have wide applicability and greatly improve work efficiency. An experimental device was built.
附图说明Description of drawings
图1为本发明的整体结构示意图；Fig. 1 is the overall structure schematic diagram of the present invention;
图2为本发明的水样取样器示意图。Fig. 2 is a schematic diagram of the water sampler of the present invention.
图3为本发明俯视图Fig. 3 is a top view of the present invention
具体实施方式Detailed ways
下面结合附图对本发明作进一步说明。The present invention will be further described below in conjunction with accompanying drawing.
如图1至图2所示，本发明包括压注器1，贮泥器2,柱状容器3，浇筑管道4，固化淤泥收集器5，底座6，水样抽取器8。如图1所示，柱状容器3的顶部设有盖板，盖板和容器主体之间通过法兰连接，柱状容器3底部同样通过法兰与固化淤泥收集器5连接，柱状容器3为内部中空的圆柱形结构，内部的中央位置设有浇筑管道4，浇筑管道4贯穿整个柱状容器3，其顶部与柱状容器3盖板的法兰上表面平齐，底部伸入固化淤泥收集器5中。柱状容器3的盖板内开有圆柱形槽口，如图1所述的虚线位置，用于放入贮泥器2，将贮泥器2卡在柱状容器3上方的盖板内，便于贮泥器2的拆卸清洗。贮泥器2底部开有小孔，用于将内部的淤泥通过浇筑管道4送入固化淤泥收集器5中。贮泥器2内置有压注器1，压注器1采用T型结构，由金属材质制成，其顶部超出贮泥器2的上边缘。贮泥器2采用圆柱结构，采用有机玻璃制成，其顶部敞开，底部开孔，用于与浇筑管道4相连通，浇筑管道4的底部插入固化淤泥收集器5中。固化淤泥收集器5的底部通过法兰与底座6固定，支座6的半径大于柱状容器3的半径。柱状容器3，浇筑管道4和固化淤泥收集器5均由有机玻璃制成。As shown in Figures 1 to 2, the present invention includes a pressure injector 1, a mud storage device 2, a columnar container 3, a pouring pipeline 4, a solidified sludge collector 5, a base 6, and a water sample extractor 8. As shown in Figure 1, the top of the columnar container 3 is provided with a cover plate, the cover plate and the main body of the container are connected by a flange, the bottom of the columnar container 3 is also connected to the solidified sludge collector 5 by a flange, and the columnar container 3 is hollow inside The cylindrical structure, the inner central position is provided with pouring pipeline 4, and pouring pipeline 4 runs through the whole columnar container 3, and its top is flush with the flange upper surface of the cover plate of columnar container 3, and the bottom extends into the solidified sludge collector 5. There is a cylindrical notch in the cover plate of the columnar container 3, as shown in the dotted line position in Figure 1, for putting into the mud storage device 2, and the mud storage device 2 is stuck in the cover plate above the columnar container 3, so as to facilitate storage. Disassembly and cleaning of the mud vessel 2. There is a small hole at the bottom of the mud storage 2, which is used to send the inner mud into the solidified mud collector 5 through the pouring pipeline 4. The mud storage device 2 has a built-in injection device 1, which adopts a T-shaped structure and is made of metal material, and its top exceeds the upper edge of the mud storage device 2. The mud storage container 2 adopts a cylindrical structure and is made of plexiglass. Its top is open and its bottom is perforated for communicating with the pouring pipeline 4 . The bottom of the pouring pipeline 4 is inserted into the solidified sludge collector 5 . The bottom of the solidified sludge collector 5 is fixed to the base 6 by a flange, and the radius of the support 6 is greater than the radius of the columnar container 3 . The columnar container 3, the pouring pipeline 4 and the solidified sludge collector 5 are all made of plexiglass.
如图2所示，水样抽取器8包括外壳，手柄7和活塞9，手柄7与活塞9相连，通过手柄7移动带动活塞9运动，从而实现浇筑过程中水样的抽取。手柄7采用T型结构，活塞9位于水样抽取器8的底部，试验时，将水样抽取器8插入柱状容器3盖板的预留孔10中，该预留孔10靠近柱状容器3盖板的右侧面，如图3所示，在浇筑的同时通过水样抽取器8采集水柱中不同深度的水样，进行水质监测。外壳相当于容器，通过向上拔取其内部的活塞9，活塞9内嵌进入容器中，形成真空环境，从而收集水样。As shown in FIG. 2 , the water sample extractor 8 includes a casing, a handle 7 and a piston 9 , the handle 7 is connected to the piston 9 , and the movement of the handle 7 drives the movement of the piston 9 , thereby realizing the extraction of water samples during the pouring process. The handle 7 adopts a T-shaped structure, and the piston 9 is located at the bottom of the water sample extractor 8. During the test, the water sample extractor 8 is inserted into the reserved hole 10 of the cover plate of the columnar container 3, and the reserved hole 10 is close to the cover of the columnar container 3. On the right side of the slab, as shown in Figure 3, water samples of different depths in the water column are collected by the water sample extractor 8 while pouring for water quality monitoring. The shell is equivalent to a container, and the piston 9 inside is pulled out upwards, and the piston 9 is embedded into the container to form a vacuum environment, thereby collecting water samples.
一种流动化固化淤泥水下浇筑的模拟装置的使用方法，包括以下步骤：A method for using a simulation device for underwater pouring of fluidized and solidified silt, comprising the following steps:
1)通过搅拌器将淤泥和固化材料按照实验比例搅拌成具有一定流动性的流动化固化淤泥浇筑材料，并转移到贮泥器中，搅拌好的流动化固化淤泥应该立即转移到贮泥器中，防止搅拌好的固化淤泥失去一定的流动特性，贮泥器的参考直径为15cm-25cm之间，参考高度在25cm-30cm之间，可根据试验需要适当更换；1) Stir the sludge and solidified material according to the experimental ratio with a mixer to form a fluidized solidified sludge pouring material with a certain fluidity, and transfer it to the sludge storage device. The stirred fluidized solidified sludge should be transferred to the sludge storage tank immediately , to prevent the stirred solidified sludge from losing certain flow characteristics, the reference diameter of the mud storage container is between 15cm-25cm, and the reference height is between 25cm-30cm, which can be appropriately replaced according to the needs of the test;
2)向柱状容器中注入一定量的水，用于模拟水下浇筑条件，柱状容器的参考直径在15cm-25cm之间，参考高度在150cm-200cm之间，且柱状容器的直径要大于压注器直径。可根据试验需要适当更换；2) Inject a certain amount of water into the columnar container to simulate underwater pouring conditions. The reference diameter of the columnar container is between 15cm-25cm, and the reference height is between 150cm-200cm, and the diameter of the columnar container should be larger than that of pressure injection device diameter. It can be replaced appropriately according to the needs of the test;
3)用压注器将搅拌均匀的流动化固化淤泥浇筑材料从贮泥器中通过预先安装好的浇筑管道压送到固化淤泥收集器中，并使固化淤泥沉降到底，用于模拟现场通过泵送的方式将流动化固化淤泥材料泵送到海底的过程，浇筑管道的长度可以根据试验需求进行更换，可以方便的模拟不同浇筑深度的水下浇筑试验；3) Use a pressure injector to press the evenly stirred fluidized solidified sludge pouring material from the mud storage tank through the pre-installed pouring pipeline to the solidified sludge collector, and make the solidified sludge settle to the bottom, which is used to simulate the site passing through the pump The process of pumping fluidized and solidified silt materials to the seabed by means of delivery, the length of the pouring pipeline can be changed according to the test requirements, and it is convenient to simulate underwater pouring tests at different pouring depths;
4)将针式水样抽取器通过柱状容器顶部预留的孔插入水柱中，通过手柄移动水样抽取器内部的活塞，在浇筑的同时通过水样抽取器采集水柱中不同深度的水样，进行水质监测，包括对水样的pH值、浊度和重金属含量的测量等，由于试样抽取器很细，不会对水体产生额外的扰动，浇筑过程中，氢氧根离子和重金属离子扩散的速率较为缓慢，因此不同深度处的pH值和重金属浓度不一样，此外，浊度会明显不一致，位于浇筑管道口位置以下的水的浊度会明显高于位于浇筑管道口位置以上的水的浊度；4) Insert the needle-type water sample extractor into the water column through the hole reserved on the top of the columnar container, move the piston inside the water sample extractor through the handle, and collect water samples of different depths in the water column through the water sample extractor while pouring. Carry out water quality monitoring, including the measurement of pH value, turbidity and heavy metal content of water samples, etc. Since the sample extractor is very thin, it will not cause additional disturbance to the water body. During the pouring process, hydroxide ions and heavy metal ions diffuse The rate of the pouring pipe is relatively slow, so the pH value and heavy metal concentration are different at different depths. In addition, the turbidity will be obviously inconsistent, and the turbidity of the water below the pouring pipe mouth will be significantly higher than that of the water above the pouring pipe mouth. Turbidity;
5)在相应试验时间后打开底部法兰口，取出固化淤泥收集器中的固化淤泥进行相关力学性质的检测，包括无侧限抗压强度，结构屈服应力，三轴抗剪强度的测试等。5) After the corresponding test time, open the bottom flange port, take out the solidified sludge in the solidified sludge collector to test the relevant mechanical properties, including unconfined compressive strength, structural yield stress, triaxial shear strength test, etc.
本发明可对流动化固化淤泥水下浇筑过程进行模拟，同时可以通过水样取样装置来获取浇筑过程中不同深度的水样，通过对水样的检测来分析流动化固化淤泥水下浇筑对周围水体的影响；通过底部法兰口可以将固化淤泥取出进行水压养护下的力学性质测试。是一种可以同时模拟流动化固化淤泥填筑材料的水下浇筑、水下浇筑对周围水体的影响，固化淤泥在围压养护下的力学性质测试的实验装置。The invention can simulate the underwater pouring process of the fluidized solidified sludge, and at the same time can obtain water samples at different depths during the pouring process through a water sample sampling device, and analyze the impact of the fluidized solidified sludge underwater pouring on the surrounding area by detecting the water samples. The influence of water body; through the bottom flange, the solidified sludge can be taken out for mechanical property testing under hydraulic curing. It is an experimental device that can simultaneously simulate the underwater pouring of fluidized solidified silt filling materials, the impact of underwater pouring on the surrounding water body, and test the mechanical properties of solidified silt under confining pressure maintenance.
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