CN206056769U - A kind of pedestal - Google Patents
A kind of pedestal Download PDFInfo
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- CN206056769U CN206056769U CN201620862602.2U CN201620862602U CN206056769U CN 206056769 U CN206056769 U CN 206056769U CN 201620862602 U CN201620862602 U CN 201620862602U CN 206056769 U CN206056769 U CN 206056769U
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- NJPPVKZQTLUDBO-UHFFFAOYSA-N novaluron Chemical compound C1=C(Cl)C(OC(F)(F)C(OC(F)(F)F)F)=CC=C1NC(=O)NC(=O)C1=C(F)C=CC=C1F NJPPVKZQTLUDBO-UHFFFAOYSA-N 0.000 title abstract description 4
- 239000002689 soil Substances 0.000 claims abstract description 34
- 238000012360 testing method Methods 0.000 claims abstract description 34
- 239000011435 rock Substances 0.000 claims abstract description 31
- 238000005553 drilling Methods 0.000 description 5
- 238000000034 method Methods 0.000 description 5
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 3
- 239000011248 coating agent Substances 0.000 description 2
- 238000000576 coating method Methods 0.000 description 2
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- OKTJSMMVPCPJKN-UHFFFAOYSA-N Carbon Chemical compound [C] OKTJSMMVPCPJKN-UHFFFAOYSA-N 0.000 description 1
- 229910001209 Low-carbon steel Inorganic materials 0.000 description 1
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- 229910052602 gypsum Inorganic materials 0.000 description 1
- 239000010440 gypsum Substances 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000005259 measurement Methods 0.000 description 1
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- Investigating Strength Of Materials By Application Of Mechanical Stress (AREA)
- Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)
Abstract
本实用新型提供了一种基座,所述基座包括:固定基台,所述固定基台的一端与活动板相连;接高杆,所述接高杆的一端与所述固定基台的另一端相连;用于测试不同深度岩土体振动信号的传感器,所述传感器安装在所述固定基台上;用于将所述基座旋入所述岩土体的钎杆,所述钎杆的一端与所述接高杆的另一端相连;其中,所述接高杆具有不同的长度;如此,只需利用施力部件即可完成测点布置,因所述基座还包括方位定位部件及方向校准部件,因此可以确保传感器布置的测试方向及方位,进而获取高精度的岩土体振动信号。
The utility model provides a pedestal, which comprises: a fixed abutment, one end of the fixed abutment is connected with a movable plate; The other ends are connected; sensors for testing the vibration signals of rock and soil bodies at different depths, the sensors are installed on the fixed base; drill rods for screwing the base into the rock and soil bodies, the drill One end of the rod is connected to the other end of the connecting rod; wherein, the connecting rods have different lengths; in this way, the arrangement of measuring points can be completed only by using the force-applying parts, because the base also includes azimuth positioning Components and direction calibration components, so the test direction and orientation of the sensor arrangement can be ensured, and then high-precision rock and soil vibration signals can be obtained.
Description
技术领域technical field
本实用新型属于岩土测试技术领域,尤其涉及一种基座。The utility model belongs to the technical field of rock and soil testing, in particular to a base.
背景技术Background technique
在野外岩土体振动测试中,一般是利用测试传感器来采集岩土信号。In the field vibration test of rock and soil, the test sensor is generally used to collect rock and soil signals.
现有技术中,测点上振动测试传感器的固定方式,一般是采用石膏、502胶水直接将传感器固定在所测试的岩土体测试部位。此种方法,有四个缺点:第一,对于地表较为松散的岩土介质,固定效果不佳;第二,对于有一定覆层厚度的测点位置,需要开挖到测点位置,增加了测试的附加工作量;第三,对于特殊环境,如含有积水的隧洞、地表存在短期或常年积水(如洼地、溪流)等不适合传感器工作的环境,隧洞与岩土体的侧壁上等难以安置传感器的环境,传感器的正常工作受阻;第四,对于需要测试岩土体一定深度处的振动信号,如不开挖至测点处而直接固定传感器于测点地表,所测得的振动信号并不能真实反映测点处的信号。In the prior art, the fixing method of the vibration test sensor on the measuring point is generally to use gypsum and 502 glue to directly fix the sensor on the rock and soil mass test site to be tested. This method has four disadvantages: first, the fixation effect is not good for the loose rock-soil medium on the surface; The additional workload of the test; third, for special environments, such as tunnels containing accumulated water, short-term or perennial water accumulation on the surface (such as depressions, streams) and other environments that are not suitable for sensor work, the side walls of tunnels and rock and soil In the environment where it is difficult to place the sensor, the normal operation of the sensor is blocked; fourth, for the vibration signal at a certain depth of the rock and soil that needs to be tested, if the sensor is directly fixed on the surface of the measuring point without excavating to the measuring point, the measured The vibration signal cannot truly reflect the signal at the measuring point.
另外,对于传感器布置的测试方向及方位有一定要求的,如方向要求水平竖直,且测试方位统一,但在野外,一般是人为估计进行安排。传感器布置的测试方向及方位,对于测试结果有重要影响,方向及方位偏差过大甚至会导致数据失效,无法使用。In addition, there are certain requirements for the test direction and orientation of the sensor arrangement, such as horizontal and vertical directions, and the test orientation is uniform, but in the field, it is generally arranged by human estimation. The test direction and orientation of the sensor layout have an important impact on the test results. Excessive deviations in direction and orientation may even cause data failure and make it unusable.
基于此,目前亟需一种基座对测试传感器进行固定,以解决现有技术中的上述问题。Based on this, there is an urgent need for a base to fix the test sensor to solve the above-mentioned problems in the prior art.
实用新型内容Utility model content
针对现有技术存在的问题,本实用新型实施例提供了一种基座,用于解决现有技术中利用测试传感器测试岩土体的振动信号时,固定测试传感器的方式 繁琐且获得的测试数据不精准的技术问题。Aiming at the problems existing in the prior art, the embodiment of the utility model provides a base, which is used to solve the cumbersome way of fixing the test sensor and the obtained test data when using the test sensor to test the vibration signal of the rock and soil body in the prior art. Inaccurate technical issues.
本实用新型提供一种基座,所述基座包括:The utility model provides a base, which comprises:
固定基台,所述固定基台的一端与活动板相连;a fixed abutment, one end of which is connected to the movable plate;
接高杆,所述接高杆的一端与所述固定基台的另一端相连;connect the high rod, one end of the connected high rod is connected with the other end of the fixed abutment;
传感器,所述传感器安装在所述固定基台上,用于测试岩土体的振动信号;A sensor, the sensor is installed on the fixed base for testing the vibration signal of the rock and soil body;
钎杆,所述钎杆的一端与所述接高杆的另一端相连,用于将所述基座旋入所述岩土体;其中,a drill rod, one end of the drill rod is connected to the other end of the extension rod, and is used to screw the base into the rock-soil body; wherein,
利用不同长度的接高杆将钎杆旋入预定的深度,所述传感器能获取不同深度岩土体的振动信号。The drilling rod is screwed into a predetermined depth by using extension rods of different lengths, and the sensor can acquire vibration signals of rock and soil bodies at different depths.
上述方案中,所述固定基台包括:In the above scheme, the fixed base includes:
固定板,所述固定板的一端通过第一螺杆与所述活动板相连;a fixed plate, one end of the fixed plate is connected with the movable plate through a first screw;
基块,所述基块的一端与所述固定板的另一端相连。A base block, one end of the base block is connected with the other end of the fixing plate.
上述方案中,所述基座还包括:接高筒,所述钎杆的一端通过所述接高筒与所述接高杆的另一端相连。In the above solution, the base further includes: a connecting tube, one end of the drill rod is connected to the other end of the connecting rod through the connecting tube.
上述方案中,所述基座还包括:方位定位部件,所述方位定位部件安装在所述活动板的一端。In the above solution, the base further includes: an azimuth positioning component, and the azimuth positioning component is installed at one end of the movable plate.
上述方案中,所述基座还包括:方向校准部件,所述方向校准部件安装在所述活动板上,并位于所述方向校准部件的一侧。In the solution above, the base further includes: a direction calibrating part, the direction calibrating part is installed on the movable plate and located on one side of the direction calibrating part.
上述方案中,所述方位定位部件具体包括:罗盘。In the above solution, the azimuth positioning component specifically includes: a compass.
上述方案中,所述方向校准部件具体包括:垂直长条水准泡。In the above solution, the direction calibration component specifically includes: a vertical strip vial.
上述方案中,所述基座还包括:施力部件,当所述固定基台与所述接高杆相连之前,所述接高杆的一端还与所述施力部件相连。In the above solution, the base further includes: a force applying component, before the fixed base is connected to the rising pole, one end of the rising pole is also connected to the force applying component.
上述方案中,所述施力部件包括:In the above solution, the force applying component includes:
圆环,所述圆环与套筒相连;a ring connected to the sleeve;
第二螺杆,所述第二螺杆穿过所述套筒分别与所述接高杆、所述钎杆的螺孔相连。The second screw rod passes through the sleeve and is respectively connected with the screw holes of the connecting rod and the drill rod.
上述方案中,所述活动板、所述固定板及所述基块上都开设有槽洞,用于 疏通所述传感器的接线。In the above solution, the movable plate, the fixed plate and the base block are all provided with slots for dredging the wiring of the sensor.
本实用新型提供了一种基座,所述基座包括:固定基台,所述固定基台的一端与活动板相连;接高杆,所述接高杆的一端与所述固定基台的另一端相连;用于测试不同深度岩土体振动信号的传感器,所述传感器安装在所述固定基台上;用于将所述基座旋入所述岩土体的钎杆,所述钎杆的一端与所述接高杆的另一端相连;其中,所述接高杆具有不同的长度;如此,只需利用施力部件即可完成测点布置,因所述基座还包括方位定位部件及方向校准部件,因此可以确保传感器布置的测试方向及方位,进而获取高精度的岩土体振动信号。The utility model provides a pedestal, the pedestal comprises: a fixed abutment, one end of the fixed abutment is connected with a movable plate; The other ends are connected; sensors for testing the vibration signals of rock and soil bodies at different depths, the sensors are installed on the fixed base; drill rods for screwing the base into the rock and soil bodies, the drill One end of the rod is connected to the other end of the connecting rod; wherein, the connecting rods have different lengths; in this way, the arrangement of measuring points can be completed only by using the force-applying parts, because the base also includes azimuth positioning Components and direction calibration components, so the test direction and orientation of the sensor arrangement can be ensured, and then high-precision rock and soil vibration signals can be obtained.
附图说明Description of drawings
图1为本实用新型实施例提供的基座的整体结构示意图;Fig. 1 is a schematic diagram of the overall structure of the base provided by the embodiment of the present invention;
图2为本实用新型实施例提供的活动板的俯视图;Fig. 2 is the top view of the movable plate provided by the embodiment of the utility model;
图3为本实用新型实施例提供的固定基台的俯视图;Fig. 3 is a top view of the fixed abutment provided by the embodiment of the present invention;
图4为本实用新型实施例提供的接高杆的侧视图;Fig. 4 is the side view of the connecting rod provided by the embodiment of the utility model;
图5为本实用新型实施例提供的接高杆的俯视图;Fig. 5 is the top view of the connecting rod provided by the embodiment of the present invention;
图6为本实用新型实施例提供的钎杆的侧视图;Figure 6 is a side view of the drill rod provided by the embodiment of the present invention;
图7为本实用新型实施例提供的钎杆的俯视图;Figure 7 is a top view of the drill rod provided by the embodiment of the present invention;
图8为本实用新型实施例提供的接高筒的俯视图;Fig. 8 is a top view of the height connecting cylinder provided by the embodiment of the present invention;
图9为本实用新型实施例提供的施力部件的俯视图。Fig. 9 is a top view of the force application component provided by the embodiment of the present invention.
附图标记说明:Explanation of reference signs:
1-活动板;2-接高杆;3-传感器;4-钎杆;5-固定板;6-基块;7-接高筒;8-方位定位部件;9-方向校准部件;10-圆环;11-套筒;12-第二螺杆。1-movable plate; 2-connecting high rod; 3-sensor; 4-drilling rod; 5-fixed plate; 6-base block; 7-connecting high cylinder; Ring; 11-sleeve; 12-second screw.
具体实施方式detailed description
在利用测试传感器测试岩土体的振动信号时,为了解决固定测试传感器的方式繁琐且获得的测试数据不精准的技术问题,本实用新型提供了一种基座,所述基座包括:固定基台,所述固定基台的一端与活动板相连;接高杆,所述 接高杆的一端与所述固定基台的另一端相连;用于测试不同深度岩土体振动信号的传感器,所述传感器安装在所述固定基台上;用于将所述基座旋入所述岩土体的钎杆,所述钎杆的一端与所述接高杆的另一端相连;其中,所述接高杆具有不同的长度。When using the test sensor to test the vibration signal of the rock and soil body, in order to solve the technical problem that the method of fixing the test sensor is cumbersome and the obtained test data is inaccurate, the utility model provides a base, and the base includes: a fixed base platform, one end of the fixed abutment is connected to the movable plate; a high pole is connected, one end of the high pole is connected to the other end of the fixed abutment; sensors for testing vibration signals of rock and soil bodies at different depths, the The sensor is installed on the fixed base; a drilling rod for screwing the base into the rock and soil body, one end of the drilling rod is connected with the other end of the connecting rod; wherein, the The extension poles come in different lengths.
下面通过附图及具体实施例对本实用新型的技术方案做进一步的详细说明。The technical scheme of the utility model is described in further detail below through the accompanying drawings and specific embodiments.
本实施例提供一种基座,如图1所示,所述基座包括:固定基台,活动板1、接高杆2、传感器3、钎杆4;其中,This embodiment provides a base, as shown in Figure 1, the base includes: a fixed base, a movable plate 1, a connecting rod 2, a sensor 3, a drill rod 4; wherein,
所述固定基台的一端与活动板1相连;所述接高杆2的一端与所述固定基台的另一端相连;所述传感器3安装在所述固定基台上,用于测试岩土体的振动信号;所述钎杆4的一端与所述接高杆2的另一端相连,用于将所述基座旋入所述岩土体。所述传感器3为测振传感器。One end of the fixed abutment is connected with the movable plate 1; one end of the connecting rod 2 is connected with the other end of the fixed abutment; the sensor 3 is installed on the fixed abutment for testing rock and soil The vibration signal of the body; one end of the drilling rod 4 is connected with the other end of the extension rod 2 for screwing the base into the rock and soil body. The sensor 3 is a vibration sensor.
具体地,参见图1,所述固定基台包括:固定板5、基块6及接高筒7;所述固定板5沿对角线布置有第一螺杆,所述第一螺杆包括两根,所述固定板5的一角通过第一螺杆与所述活动板1的一角相连,所述固定板5的另一角通过第一螺杆与所述活动板1的另一角相连;所述基块6的一端与所述固定板5的另一端相连,所述基块6的另一端通过螺纹与所述接高杆2的一端相连。所述钎杆4的一端通过所述接高筒7与所述接高杆2的另一端相连。Specifically, referring to Fig. 1, the fixed abutment includes: a fixed plate 5, a base block 6 and a height-connecting tube 7; the fixed plate 5 is arranged with a first screw along a diagonal line, and the first screw includes two , one corner of the fixed plate 5 is connected with one corner of the movable plate 1 by a first screw, and the other corner of the fixed plate 5 is connected with the other corner of the movable plate 1 by a first screw; the base block 6 One end of the base block 6 is connected with the other end of the fixing plate 5, and the other end of the base block 6 is connected with one end of the connecting rod 2 through threads. One end of the drill rod 4 is connected to the other end of the connecting rod 2 through the connecting tube 7 .
其中,参见图2,所述活动板1上开设有槽洞,用于疏通所述传感器3的接线;本实施例中,所述槽洞的直径为2cm,厚度为0.5cm。所述活动板1的中心围接高为0.5cm,厚度为0.2cm,所述活动板1还设有内边长为6cm的翼墙,以限制传感器3的位移。其他实施例中,所述槽洞的直径、厚度;所述活动板1的中心围高、厚度、翼墙边长可以根据实际需要进行设定。Wherein, referring to FIG. 2 , a slot is opened on the movable plate 1 for dredging the wiring of the sensor 3 ; in this embodiment, the diameter of the slot is 2 cm, and the thickness is 0.5 cm. The center of the movable plate 1 has a height of 0.5 cm and a thickness of 0.2 cm. The movable plate 1 is also provided with a wing wall with an inner side length of 6 cm to limit the displacement of the sensor 3 . In other embodiments, the diameter and thickness of the slot; the center height, thickness and side length of the wing wall of the movable panel 1 can be set according to actual needs.
参见图3,所述固定基台上开设有槽洞,用于疏通所述传感器3的接线;所述槽洞的直径为2cm,厚度为0.5cm。Referring to FIG. 3 , a slot is opened on the fixed base for dredging the wiring of the sensor 3 ; the diameter of the slot is 2 cm, and the thickness is 0.5 cm.
参见图4及图5,所述接高杆2的一端还设有三个螺孔及螺纹,本实施例中,所述螺纹的直径为2.5cm,所述接高杆2的外径为5cm。所述接高杆2上 还设有刻度标记。其他实施例中,所述接高杆2的螺纹直径和外径可以根据实际需要设定。Referring to Fig. 4 and Fig. 5, one end of the connecting rod 2 is also provided with three screw holes and threads. In this embodiment, the diameter of the thread is 2.5 cm, and the outer diameter of the connecting rod 2 is 5 cm. Also be provided with scale mark on described connecting high bar 2. In other embodiments, the thread diameter and outer diameter of the extension rod 2 can be set according to actual needs.
参见图6及图7,所述钎杆4的一端也设有三个螺孔及螺纹,本实施例中,所述钎杆4的长度为25cm,其另一端的锥形部分为10cm。所述钎杆4上也设置有刻度标记。其他实施例中,所述钎杆4的长度及锥形部分的长度可以根据实际需要进行设定。6 and 7, one end of the drill rod 4 is also provided with three screw holes and threads. In this embodiment, the length of the drill rod 4 is 25 cm, and the tapered part at the other end is 10 cm. Scale marks are also arranged on the drill rod 4 . In other embodiments, the length of the drill rod 4 and the length of the tapered portion can be set according to actual needs.
参见图8,本实施例中,所述接高筒7的长度为5cm,内径为1.5cm,外径为5cm;其他实施例中,所述钎杆接高筒7的长度、内径及外径可以根据实际需要进行设定。Referring to Fig. 8, in the present embodiment, the length of the connecting tube 7 is 5cm, the inner diameter is 1.5cm, and the outer diameter is 5cm; in other embodiments, the length, inner diameter and outer diameter of the drill rod connecting tube 7 It can be set according to actual needs.
这里,为了在不同覆层厚度或积水深度下测得岩土体的振动信号,所述接高杆2可以包括多个,且各接高杆2的长度不同。Here, in order to measure the vibration signal of the rock-soil mass under different coating thicknesses or ponding depths, the connecting rods 2 may include a plurality, and the lengths of each connecting rod 2 are different.
进一步地,为了确保传感器3安装的方向与方位,所述基座还包括:方位定位部件8及方向校准部件9;其中,所述方位定位部件8安装在所述活动板1的一端,所述方向校准部件9安装在所述活动板1上,并位于所述方向校准部件8的一侧,所述方向校准部件8可以包括两个,相互垂直安装在活动板1上。所述方位定位部件9具体可以包括:罗盘;所述方向校准部件具体可以包括:垂直长条水准泡。Further, in order to ensure the installation direction and orientation of the sensor 3, the base also includes: an orientation positioning component 8 and a direction calibration component 9; wherein, the orientation positioning component 8 is installed at one end of the movable plate 1, and the The direction calibrating part 9 is installed on the movable board 1 and is located on one side of the direction calibrating part 8 , and the direction calibrating part 8 may include two, which are installed on the movable board 1 perpendicular to each other. The azimuth positioning component 9 may specifically include: a compass; the direction calibration component may specifically include: a vertical strip vial.
这里,为了方便将基座旋入岩土体中,所述基座还包括:施力部件,当所述固定基台与所述接高杆2相连之前,可以将所述接高杆2的一端与所述施力部件相连,以将基座旋入岩土体。Here, in order to facilitate the screwing of the base into the rock and soil mass, the base also includes: a force applying part, before the fixed base is connected with the elevated pole 2, the One end is connected with the force applying part to screw the base into the rock and soil mass.
具体地,所述施力部件可以为旋进手轮,如图9所示,所述施力部件包括:圆环10、套筒11及第二螺杆12;其中,Specifically, the force applying part may be a screw-in handwheel, as shown in FIG. 9, the force applying part includes: a ring 10, a sleeve 11 and a second screw 12; wherein,
所述圆环10与套筒11相连;所述第二螺杆12穿过套筒11分别与所述接高杆2、所述钎杆4的螺孔相连。所述第二螺杆可以包括三根。The ring 10 is connected to the sleeve 11; the second screw rod 12 passes through the sleeve 11 and is connected to the screw holes of the connecting rod 2 and the drill rod 4 respectively. The second screw may include three.
这里,所述活动板1、接高杆2、传感器3、钎杆4、固定板5、基块6、接高筒7及施力部件均可以由密度为7.85g/cm3,弹性模量为200GPa,泊松比为0.3,抗拉强度为420MPa的普通碳素结构钢制成,也可以由低碳钢及不锈钢制 成。Here, the movable plate 1, the connecting rod 2, the sensor 3, the drill rod 4, the fixed plate 5, the base block 6, the connecting rod 7 and the force application parts can be 7.85g/cm by density, and the modulus of elasticity is 200GPa, Poisson's ratio is 0.3, tensile strength is 420MPa ordinary carbon structural steel, also can be made of low carbon steel and stainless steel.
实际应用中,根据岩土体中中测点位置距地表的距离选用合适长度的接高杆2的数量,并利用接高筒7将所选的接高杆2与钎杆4连接,并在钎杆4上上标出测点覆层厚度,最后将施力部件接在端部的接高杆2上,通过旋压结合砸凿的方式,将钎杆4及接高杆2旋入指定的深度处,以杆件上的标记为准,再卸掉施力部件,将固定基台与所述接高杆2的一端连接,在固定基台上安装并固定传感器3,最后通过活动板1上的垂直长条水准泡调整水平竖直方形,并记录活动板1上的罗盘8方位,当调整好之后,利用传感器采集该深度的振动信号。其中,所述基座可采集到岩土深度为25cm、30cm、35cm、40cm、45cm、50cm、55cm时的振动信号。In practical application, according to the distance between the middle measuring point in the rock and soil mass and the distance from the ground surface, the number of connecting rods 2 of appropriate length is selected, and the selected connecting rods 2 are connected with the drill rod 4 by using the connecting tube 7, and the The coating thickness of the measuring point is marked on the drill rod 4, and finally the force-applying part is connected to the connecting rod 2 at the end, and the drill rod 4 and the connecting rod 2 are screwed into the specified At the depth of the rod, take the mark on the rod as the standard, then remove the force-applying part, connect the fixed abutment with one end of the high-rise rod 2, install and fix the sensor 3 on the fixed abutment, and finally pass the movable plate The vertical strip level on the 1 adjusts the horizontal and vertical squares, and records the compass 8 azimuths on the movable plate 1. After the adjustment is completed, the sensor is used to collect the vibration signal of the depth. Wherein, the base can collect vibration signals when the depth of rock and soil is 25cm, 30cm, 35cm, 40cm, 45cm, 50cm, 55cm.
本实用新型提供的基座布置测振传感器,能够测试岩土体中某一部位处的振动信号,相较开挖法布置测点,无需开挖或只需极小的开挖量,而且相较直接布置在测试点上方的岩土体表面的布点方法,测点将更为精确,所得测试结果能更为精确地反映测试点处的信号;同时,采用所述的基座装置布置测振传感器,在野外不需要其他工具,即可完成测点布置,还可较为方便地布置在有积水的隧道、岩土体中,以及隧道或岩土的侧壁上等一些难以适应传感器的使用条件的、不方便布置传感器的环境中;在松散的岩土体介质中,如强风化岩体、残坡积物,可以较好的解决不易接固定传感器的问题;还可以调节水平竖直方向、测试方位,使传感器的测试方向更为精确的反映真实方向、传感器阵列的测试方位较为精确地同步,而且在野外工具少的情况下,便于人工操作。The vibration measuring sensor provided by the base arrangement of the utility model can test the vibration signal at a certain position in the rock and soil mass. Compared with the method of laying out points on the surface of rock and soil directly above the test points, the measuring points will be more accurate, and the obtained test results can more accurately reflect the signals at the test points; at the same time, using the base device to arrange the vibration measurement The sensor can complete the arrangement of measuring points without other tools in the field, and it can also be conveniently arranged in tunnels with accumulated water, in rock and soil, and on the side walls of tunnels or rock and soil, which are difficult to adapt to the use of sensors. In the environment where it is not convenient to arrange sensors; in loose rock and soil media, such as strongly weathered rock mass and residual slope deposits, it can better solve the problem of not being easy to connect to fixed sensors; it can also adjust the horizontal and vertical directions 1. Test orientation, so that the test orientation of the sensor can more accurately reflect the real orientation, the test orientation of the sensor array can be synchronized more accurately, and it is convenient for manual operation when there are few tools in the field.
以上所述,仅为本实用新型的较佳实施例而已,并非用于限定本实用新型的保护范围,凡在本实用新型的精神和原则之内所作的任何修改、等同替换和改进等,均应包含在本实用新型的保护范围之内。The above is only a preferred embodiment of the utility model, and is not used to limit the protection scope of the utility model. Any modification, equivalent replacement and improvement made within the spirit and principles of the utility model are all Should be included in the scope of protection of the present utility model.
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Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN106197645A (en) * | 2016-08-10 | 2016-12-07 | 中国地质大学(武汉) | A kind of pedestal |
CN108225550A (en) * | 2018-01-17 | 2018-06-29 | 东北大学 | Suitable for the blasting vibration mounting frame for sensor of hard rock long term monitoring, blasting vibration measurement system and blasting vibration measurement method |
CN114704715A (en) * | 2022-04-06 | 2022-07-05 | 重庆交通大学 | Leveling device for assisting precision measurement of low-frequency micro-vibration sensor |
CN114812647A (en) * | 2022-03-30 | 2022-07-29 | 西北核技术研究所 | Direction-adjustable sensor mounting base and mounting method thereof |
CN118501934A (en) * | 2024-04-25 | 2024-08-16 | 中国电建集团华东勘测设计研究院有限公司 | Vibration measuring device and method for blasting construction of large-span tunnel |
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2016
- 2016-08-10 CN CN201620862602.2U patent/CN206056769U/en not_active Expired - Fee Related
Cited By (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN106197645A (en) * | 2016-08-10 | 2016-12-07 | 中国地质大学(武汉) | A kind of pedestal |
CN108225550A (en) * | 2018-01-17 | 2018-06-29 | 东北大学 | Suitable for the blasting vibration mounting frame for sensor of hard rock long term monitoring, blasting vibration measurement system and blasting vibration measurement method |
CN114812647A (en) * | 2022-03-30 | 2022-07-29 | 西北核技术研究所 | Direction-adjustable sensor mounting base and mounting method thereof |
CN114812647B (en) * | 2022-03-30 | 2024-03-12 | 西北核技术研究所 | Direction-adjustable sensor mounting seat and mounting method thereof |
CN114704715A (en) * | 2022-04-06 | 2022-07-05 | 重庆交通大学 | Leveling device for assisting precision measurement of low-frequency micro-vibration sensor |
CN118501934A (en) * | 2024-04-25 | 2024-08-16 | 中国电建集团华东勘测设计研究院有限公司 | Vibration measuring device and method for blasting construction of large-span tunnel |
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