CN116222903A - Detection method and detection device of pipe jacking leak point - Google Patents
Detection method and detection device of pipe jacking leak point Download PDFInfo
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- G01M—TESTING STATIC OR DYNAMIC BALANCE OF MACHINES OR STRUCTURES; TESTING OF STRUCTURES OR APPARATUS, NOT OTHERWISE PROVIDED FOR
- G01M3/00—Investigating fluid-tightness of structures
- G01M3/02—Investigating fluid-tightness of structures by using fluid or vacuum
- G01M3/04—Investigating fluid-tightness of structures by using fluid or vacuum by detecting the presence of fluid at the leakage point
- G01M3/20—Investigating fluid-tightness of structures by using fluid or vacuum by detecting the presence of fluid at the leakage point using special tracer materials, e.g. dye, fluorescent material, radioactive material
- G01M3/22—Investigating fluid-tightness of structures by using fluid or vacuum by detecting the presence of fluid at the leakage point using special tracer materials, e.g. dye, fluorescent material, radioactive material for pipes, cables or tubes; for pipe joints or seals; for valves; for welds; for containers, e.g. radiators
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- Y02E—REDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
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Abstract
本发明公开了一种顶管渗漏点的检测方法及检测装置。该方法包括将含有放射性同位素示踪剂的混合液向待探测顶管内注满,静置一段时间后放净;建立顶管立体模型,在所述立体模型中结合探测装置运行轴线轨迹获得各探测点相对于顶管中心点在某一端面内的相对位置坐标;探测装置在顶管内部沿轴线轨迹移动,对某一端面进行环向探测时,获取该环面内各探测点对应的放射能量数据;并将位置坐标和放射能量数据上传给上位机,呈现出放射性探测分布位置图;上位机根据放射性探测分布位置图判断管道是否存在渗漏裂缝。本发明解决大埋深顶管在功能性试验中细小渗漏点难以精确定位的问题,适用于各种长度距离、各种埋深的顶管渗漏点检测。
The invention discloses a detection method and a detection device for the leakage point of a pipe jacking. The method includes filling the mixed liquid containing radioactive isotope tracers into the pipe to be detected, and letting it stand for a period of time, then draining it; establishing a three-dimensional model of the pipe jacking, and combining the trajectory of the detection device's axis in the three-dimensional model to obtain each detection method. The relative position coordinates of the point relative to the center point of the pipe jacking in a certain end surface; the detection device moves along the axis trajectory inside the pipe jacking, and when the circular detection is performed on a certain end surface, the radiation energy corresponding to each detection point in the annulus is obtained Data; and upload the position coordinates and radiation energy data to the host computer, presenting a radiation detection distribution map; the host computer judges whether there are leakage cracks in the pipeline according to the radiation detection distribution map. The invention solves the problem that it is difficult to accurately locate small leakage points in the functional test of pipe jacking at large buried depths, and is suitable for detecting leakage points of pipe jacking with various lengths and distances and various buried depths.
Description
技术领域technical field
本发明涉及建筑工程技术领域,具体地指一种顶管渗漏点的检测方法及检测装置。The invention relates to the technical field of construction engineering, in particular to a detection method and a detection device for a leak point of a pipe jacking.
背景技术Background technique
顶管施工是非开挖施工方法,能够穿越公路、铁道、河川、地面建筑物、地下构筑物以及各种地下管线等的管道埋设施工技术。顶管法施工就是在工作坑内借助于顶进设备产生的顶力,克服管道与周围土壤的摩擦力,将管道按设计的坡度顶入土中,并将土方运走。Pipe jacking construction is a non-excavation construction method, which can cross roads, railways, rivers, ground buildings, underground structures and various underground pipelines. Pipe jacking construction is to use the jacking force generated by the jacking equipment in the working pit to overcome the friction between the pipeline and the surrounding soil, push the pipeline into the soil according to the designed slope, and transport the earth away.
现行技术规范要求施工完毕后要对顶管进行管道功能性试验,试验介质一般为水,若顶管内的渗水量、水压降及管道外壁渗水情况等指标达到要求,即顶管施工判定合格。若顶管内的渗水量、水压降及管道外壁渗水情况等指标达不到要求,即顶管施工判定不合格。对于不合格的顶管,需要定位渗漏点位置,然后采取下一步修复措施。The current technical specification requires that after the construction is completed, a functional test of the pipe jacking should be carried out. The test medium is generally water. If the indicators such as water seepage in the pipe jacking, water pressure drop, and water seepage on the outer wall of the pipe meet the requirements, the pipe jacking construction is judged to be qualified. If the indicators such as the amount of water seepage in the pipe jacking, the water pressure drop, and the water seepage of the outer wall of the pipe do not meet the requirements, the pipe jacking construction is judged to be unqualified. For unqualified pipe jacking, it is necessary to locate the location of the leakage point, and then take the next step of repairing measures.
现有技术中,对于埋管的探漏方法有噪声收纳法、内窥镜法、示踪气体检测法等,但是将上述三种探漏方法应用于长距离、大埋深顶管渗漏点的检测存在以下缺点:In the prior art, there are noise storage method, endoscope method, tracer gas detection method, etc. for buried pipe leak detection methods, but the above three leak detection methods are applied to long-distance, large buried depth pipe jacking leakage points The detection has the following disadvantages:
噪声收纳法:该方法对多噪声的分贝有一定要求,对于大埋深顶管而言,从地面难以收集到水流声音,且该类管道多为渗水,产生的水流声音较小,更加难以收集定位。Noise containment method: This method has certain requirements on the decibels of multiple noises. For pipes with large buried depths, it is difficult to collect the sound of water flow from the ground, and most of these pipes are water seepage, so the sound of water flow produced is relatively small, which is more difficult to collect position.
内窥镜法:该方法中的内窥镜只能发现较大缝隙,无法发现裂缝较小的缝隙;Endoscopic method: the endoscope in this method can only find larger gaps, but cannot find smaller gaps;
示踪气体检测法:该方法在管道埋深较大时示踪气体扩撒范围较大,误差同样很大,且该方法也只能定位渗漏存在的大概位置,无法定位具体渗漏点位置。Tracer gas detection method: This method has a large spread range of tracer gas when the pipeline is buried deep, and the error is also large, and this method can only locate the approximate location of the leakage, and cannot locate the specific location of the leakage point .
发明内容Contents of the invention
为了解决上述技术问题,本发明提出了一种顶管渗漏点的检测方法及检测装置,解决了大埋深顶管在功能性试验中细小渗漏点难以精确定位的问题。In order to solve the above technical problems, the present invention proposes a detection method and detection device for pipe jacking leakage points, which solves the problem that it is difficult to accurately locate small leakage points in functional tests of pipe jacking at large buried depths.
为实现上述目的,本发明所设计的一种顶管渗漏点的检测方法,其特别之处在于,所述方法包括如下步骤:In order to achieve the above object, a method for detecting a leakage point of pipe jacking designed by the present invention is particularly characterized in that the method includes the following steps:
S1)将含有放射性同位素示踪剂的混合液向待探测顶管内注满,静置一段时间后放净;S1) Fill the mixed solution containing the radioisotope tracer into the jacking pipe to be detected, let it stand for a period of time, and drain it;
S2)建立顶管立体模型,在所述立体模型中结合探测装置运行轴线轨迹获得各探测点相对于顶管中心点在某一端面内的相对位置坐标;S2) Establish a three-dimensional model of pipe jacking, in which the relative position coordinates of each detection point relative to the center point of pipe jacking in a certain end surface are obtained in conjunction with the trajectory of the detection device's axis of operation;
S3)探测装置在顶管内部沿轴线轨迹移动,对某一端面进行环向探测时,获取该环面内各探测点对应的放射能量数据;S3) The detection device moves along the axis trajectory inside the pipe jacking, and when performing circumferential detection on a certain end surface, obtains the radiation energy data corresponding to each detection point in the annulus;
S4)探测装置将某一端面内各探测点位置坐标和各探测点对应的放射能量数据上传给上位机,上位机对获得的坐标及能量数据进行整合,呈现出放射性探测分布位置图,所述放射性探测分布位置图在某一环面内以管道中心为坐标原点,显示顶管内壁、管壁裂缝以及裂缝外侧的放射点与顶管的相对位置关系并通过颜色深浅表示某一位置的放射能量强弱;S4) The detection device uploads the position coordinates of each detection point in a certain end face and the radiation energy data corresponding to each detection point to the host computer, and the host computer integrates the obtained coordinates and energy data to present a radiation detection distribution position map. The radiation detection distribution position diagram takes the center of the pipeline as the coordinate origin in a certain annulus, displays the relative positional relationship between the radiation points on the inner wall of the pipe jacking, the cracks on the pipe wall, and the radiation points outside the cracks, and the pipe jacking, and indicates the radiation energy at a certain position through the color depth strength;
S5)上位机根据放射性探测分布位置图判断管道是否存在渗漏裂缝。S5) The host computer judges whether there is a leakage crack in the pipeline according to the radiation detection distribution position map.
进一步地,步骤S1)中,所述混合液为放射性同位素示踪剂和试验介质水,所述放射性同位素示踪剂为氢氧同位素示踪剂。Further, in step S1), the mixed solution is radioisotope tracer and test medium water, and the radioisotope tracer is hydrogen and oxygen isotope tracer.
更进一步地,步骤S1)中,在静置时间内,还可以向顶管内施加压力至设定阈值。Furthermore, in step S1), during the resting time, the pressure may also be applied to the inside of the jacking pipe up to a set threshold.
更进一步地,步骤S1)中,所述顶管端头连通有通往地面的工作井。Furthermore, in step S1), the end of the pipe jacking is communicated with a working well leading to the ground.
进一步地,步骤S3)中,所述探测装置包括移动小车,所述移动小车上固定有用于探测残留放射性射线的核探头,所述移动小车上还固定有用于传输检测数据至上位机的信息传输器,所述核探头与信息传输器之间电连接,所述移动小车、核探头、以及信息传输器分别与上位机连接。Further, in step S3), the detection device includes a mobile trolley, on which a nuclear probe for detecting residual radioactive rays is fixed, and on the mobile trolley, an information transmission device for transmitting detection data to a host computer is also fixed. device, the nuclear probe is electrically connected to the information transmitter, and the mobile car, the nuclear probe, and the information transmitter are respectively connected to the host computer.
更进一步地,步骤S3)中,所述移动小车为电驱动遥控行走设备,所述移动小车控制系统与上位机无线连接。Furthermore, in step S3), the mobile car is an electrically driven remote control walking device, and the mobile car control system is wirelessly connected to the host computer.
进一步地,步骤S4)中,所述上位机通过BIM软件呈现放射性探测分布位置图。Further, in step S4), the host computer presents a radiation detection distribution location map through BIM software.
进一步地,步骤S5)中,上位机判断管道是否存在渗漏裂缝的方法为:Further, in step S5), the method for the upper computer to judge whether there is a leakage crack in the pipeline is as follows:
随着探测装置的不断移动探测,上位机不断收集检测数据并最终形成顶管的渗漏模型,在所述渗漏模型中去掉分布在顶管内壁以及裂缝外侧的放射性元素图像,仅保留顶管管壁裂缝的放射性元素图像,从而获得裂缝路径以及渗漏点坐标。As the detection device continues to move and detect, the host computer continuously collects detection data and finally forms a leak model of the pipe jacking. In the leakage model, the images of radioactive elements distributed on the inner wall of the pipe jacking and outside the cracks are removed, and only the pipe jacking is retained. Radioactive element images of pipe wall cracks to obtain crack paths and leak point coordinates.
本发明还提供一种顶管渗漏点的检测装置,适用于上述的顶管渗漏点的检测方法,其特别之处在于:包括移动小车,所述移动小车上固定有用于探测残留放射性射线的核探头,所述移动小车上还固定有用于传输检测数据至上位机的信息传输器,所述核探头与信息传输器之间电连接,所述移动小车、核探头、以及信息传输器分别与上位机连接。The present invention also provides a detection device for the leakage point of pipe jacking, which is suitable for the detection method of the leakage point of pipe jacking. The nuclear probe, the mobile car is also fixed with an information transmitter for transmitting detection data to the host computer, the nuclear probe is electrically connected to the information transmitter, and the mobile car, the nuclear probe, and the information transmitter are respectively Connect with the host computer.
进一步地,所述移动小车、核探头、以及信息传输器分别与计算机无线连接。Further, the mobile car, the nuclear probe, and the information transmitter are respectively wirelessly connected to the computer.
本发明的优点在于:The advantages of the present invention are:
1、本发明采用放射性同位素示踪剂与水混合作为介质,对顶管进行功能性试验,含有放射性同位素示踪剂的混合液通过管壁裂缝到达顶管外壁,并在管壁裂缝内留下同位素示踪剂痕迹;通过建立的顶管立体模型获得各探测点相对于顶管中心点在某一端面内的相对位置坐标,通过探测装置获取某一环面内各探测点对应的放射能量强弱;然后将各探测点位置坐标和各探测点对应的放射能量数据上传给上位机,呈现出放射性探测分布位置图,显示顶管内壁、管壁裂缝以及裂缝外侧的放射点与顶管的相对位置关系并通过颜色深浅表示某一位置的放射能量强弱,从而解决了目前顶管功能性试验中渗漏点难以精确定位的问题,与目前市面上的暗挖管道渗漏探测方法相比更贴近实际应用;1. The present invention uses radioactive isotope tracer mixed with water as the medium to carry out functional test on the pipe jacking. The mixed solution containing radioisotope tracer reaches the outer wall of the pipe jacking through the pipe wall crack, and leaves in the pipe wall crack. Isotopic tracer traces; the relative position coordinates of each detection point relative to the center point of the pipe jacking in a certain end surface are obtained through the established pipe jacking three-dimensional model, and the radiation energy intensity corresponding to each detection point in a certain annulus is obtained through the detection device. Weak; then upload the location coordinates of each detection point and the radiation energy data corresponding to each detection point to the host computer, presenting a map of the distribution of radiation detection, showing the relative relationship between the inner wall of the pipe jacking, the cracks in the pipe wall, and the radiation points outside the cracks and the pipe jacking. The positional relationship and the intensity of radiation energy at a certain position are indicated by the color depth, thus solving the problem that the leakage point is difficult to locate accurately in the current functional test of pipe jacking. Compared with the current underground pipeline leakage detection method on the market Close to practical application;
2、本发明通过移动小车配合核探头不断探测顶管内壁、管壁裂缝以及裂缝外侧残留的放射性射线,并不断将不同探测点位置坐标和对应的放射能量数据上传上位机,最终形成顶管的渗漏模型,在所述渗漏模型中去掉分布在顶管内壁以及裂缝外侧的放射性元素图像,仅保留顶管管壁裂缝的放射性元素图像,从而获得裂缝路径以及渗漏点坐标;2. The invention continuously detects the inner wall of the pipe jacking, the cracks of the pipe wall, and the residual radioactive rays outside the cracks through the mobile trolley and the nuclear probe, and continuously uploads the position coordinates of different detection points and the corresponding radiation energy data to the host computer, and finally forms the jacking pipe. A leakage model, in which the images of radioactive elements distributed on the inner wall of the pipe jacking and outside the cracks are removed, and only the images of radioactive elements of the cracks on the wall of the pipe jacking are retained, so as to obtain the crack path and the coordinates of the leakage point;
3、本发明通过向顶管内施加压力、或者静置的方式,促进放射性同位素示踪剂渗入顶管管壁上的渗漏缝隙,解决了裂缝较小无法发现的难题;3. The present invention promotes the penetration of the radioisotope tracer into the leakage gap on the wall of the pipe jacking by applying pressure to the pipe jacking or standing still, and solves the problem that the cracks are small and cannot be found;
4、本发明通过移动小车在顶管内行进来进行检测,适用于各种口径顶管,避免人工爬行在顶管内检测的弊端;4. The invention detects by moving the trolley in the pipe jacking, which is suitable for pipe jacking of various diameters and avoids the disadvantages of manual crawling in the pipe jacking;
本发明顶管渗漏点的检测方法及检测装置解决大埋深顶管在功能性试验中细小渗漏点难以精确定位的问题,适用于各种长度距离、各种埋深的顶管渗漏点检测。The detection method and detection device of the pipe jacking leakage point of the present invention solve the problem that it is difficult to accurately locate the small leakage point in the functional test of the pipe jacking at a large buried depth, and are suitable for pipe jacking leakage of various lengths and distances and various buried depths point detection.
附图说明Description of drawings
图1为本发明中的检测方法的流程图;Fig. 1 is the flowchart of detection method among the present invention;
图2为本发明中的检测装置在施工时的示意图;Fig. 2 is the schematic diagram of detection device in the present invention during construction;
图3为本发明中的顶管在任一端面上的放射性探测分布位置图;Fig. 3 is the radiation detection distribution position map on any end face of the pipe jacking in the present invention;
图4为本发明中的顶管在任一端面上的渗漏模型;Fig. 4 is the seepage model of pipe jacking on any end face among the present invention;
图中:工作井1、顶管2、核探头3、信息传输器4、移动小车5、上位机6。In the figure: working well 1, pipe jacking 2, nuclear probe 3, information transmitter 4,
具体实施方式Detailed ways
以下结合附图和具体实施例对本发明作进一步的详细描述。The present invention will be further described in detail below in conjunction with the accompanying drawings and specific embodiments.
在本发明的描述中,需要理解的是,术语“长度”、“宽度”、“上”、“下”、“前”、“后”、“左”、“右”、“竖直”、“水平”、“顶”、“底”“内”、“外”等指示的方位或位置关系为基于附图所示的方位或位置关系,仅是为了便于描述本发明和简化描述,而不是指示或暗示所指的装置或元件必须具有特定的方位、以特定的方位构造和操作,因此不能理解为对发明的限制。In describing the present invention, it should be understood that the terms "length", "width", "upper", "lower", "front", "rear", "left", "right", "vertical", The orientations or positional relationships indicated by "horizontal", "top", "bottom", "inner", "outer", etc. are based on the orientation or positional relationships shown in the drawings, and are only for the convenience of describing the present invention and simplifying the description, rather than Nothing indicating or implying that a referenced device or element must have a particular orientation, be constructed, and operate in a particular orientation should therefore not be construed as limiting the invention.
如图1所示,本发明提出了一种顶管渗漏点的检测方法,所述方法包括如下步骤:As shown in Figure 1, the present invention proposes a kind of detection method of pipe jacking leak point, and described method comprises the steps:
S1)将含有放射性同位素示踪剂的混合液向待探测顶管2内注满,静置一段时间后放净。S1) Fill the mixed solution containing the radioisotope tracer into the jacking pipe 2 to be detected, let it stand for a period of time, and drain it.
具体地,所述混合液为放射性同位素示踪剂和试验介质水,所述放射性同位素示踪剂为氢氧同位素示踪剂。Specifically, the mixed liquid is a radioisotope tracer and test medium water, and the radioisotope tracer is a hydrogen and oxygen isotope tracer.
优选地,在静置时间内,还可以向顶管2内施加压力至设定阈值。按实验要求静置或稳压一段时间,在此期间若有渗漏发生,则含有同位素示踪剂的混合液会通过渗漏点到达已施工管道2外壁,在缝隙处会留下痕迹。Preferably, during the standing time, the pressure can also be applied to the inside of the pipe jacking 2 up to a set threshold. Stand still or stabilize the pressure for a period of time according to the experimental requirements. During this period, if leakage occurs, the mixed solution containing the isotope tracer will reach the outer wall of the constructed pipeline 2 through the leakage point, leaving traces in the gap.
所述压力设定阈值为管道功能性试验要求数值,本实施例中,设定阈值为0.5MPa,静置时间为发现渗漏后0.5h。The pressure setting threshold is the value required by the pipeline functional test. In this embodiment, the setting threshold is 0.5 MPa, and the standing time is 0.5 hours after leakage is found.
本发明通过向顶管内施加压力、或者静置的方式,促进放射性同位素示踪剂渗入顶管管壁上的渗漏点缝隙处,解决了裂缝较小无法发现的难题。The invention promotes the penetration of the radioactive isotope tracer into the gaps of the leakage points on the wall of the pipe jacking by applying pressure to the pipe jacking or standing still, and solves the problem that the cracks are small and cannot be found.
优选地,所述顶管2端头连通有通往地面的工作井1。如图2所示,一段顶管2已施工完成,按目前规范要求对已施工管道2进行功能性试验检测,相应设施参照常规工艺。在注入实验介质时采用易溶于水的氢、氧同位素示踪剂与试验用水混合一同注入。Preferably, the end of the jacking pipe 2 communicates with a working well 1 leading to the ground. As shown in Figure 2, the construction of a section of pipe jacking 2 has been completed, and the functional test of the constructed pipe 2 is carried out according to the current specification requirements, and the corresponding facilities refer to conventional technology. When injecting the experimental medium, the water-soluble hydrogen and oxygen isotope tracers are mixed with the test water and injected together.
S2)建立顶管2立体模型,在所述立体模型中结合探测装置运行轴线轨迹获得各探测点相对于顶管2中心点在某一端面内的相对位置坐标。S2) Establish a three-dimensional model of the pipe jacking 2, in which the relative position coordinates of each detection point relative to the central point of the pipe jacking 2 within a certain end surface are obtained in combination with the trajectory of the detection device's running axis.
S3)探测装置在顶管2内部沿轴线轨迹移动,对某一端面进行环向探测时,获取该环面内各探测点对应的放射能量数据。S3) The detection device moves along the axis trajectory inside the pipe jacking 2, and when the circular detection is performed on a certain end surface, the radiation energy data corresponding to each detection point in the circular surface is obtained.
具体地,所述探测装置包括移动小车5,所述移动小车5上固定有用于探测残留放射性射线的核探头3,所述移动小车5上还固定有用于传输检测数据至上位机6的信息传输器4,所述核探头3与信息传输器4之间电连接,所述移动小车5、核探头3、以及信息传输器4分别与上位机6连接。Specifically, the detection device includes a
优选地,所述移动小车5为电驱动遥控行走设备,所述移动小车5控制系统与上位机6无线连接。Preferably, the
把移动小车5放入顶管2内,沿顶管2底部行进,将前行和返回作为一次探测,移动小车5在探测过程中,固定在移动小车5上的核探头3不断探测残留的放射性射线,追踪放射性元素在顶管2内壁、外壁、以及渗漏点缝隙处的坐标位置和放射能量。Put the
另外,混合液浓度按照体积比确定,达到核探头3的检测需求。In addition, the concentration of the mixed solution is determined according to the volume ratio to meet the detection requirements of the nuclear probe 3 .
S4)探测装置将某一端面内各探测点位置坐标和各探测点对应的放射能量数据上传给上位机6,上位机6对获得的坐标及能量数据进行整合,呈现出放射性探测分布位置图,所述放射性探测分布位置图在某一环面内以管道中心为坐标原点,显示顶管2内壁、管壁裂缝以及裂缝外侧的放射点与顶管2的相对位置关系并通过颜色深浅表示某一位置的放射能量强弱。S4) The detection device uploads the position coordinates of each detection point in a certain end face and the radiation energy data corresponding to each detection point to the
优选地,所述上位机6通过BIM软件呈现放射性探测分布位置图。Preferably, the
BIM(英文名:Building Information Modeling)建筑信息模型,是由充足信息构成以支持新产品开发管理,并可由计算机应用程序直接解释的建筑或建筑工程信息模型,即数字技术支撑的对建筑环境的生命周期管理。BIM (English name: Building Information Modeling) building information model is a building or building engineering information model that is composed of sufficient information to support new product development management and can be directly interpreted by computer applications, that is, the life of the building environment supported by digital technology. cycle management.
顶管2内壁、管壁裂缝以及裂缝外侧残留的放射性射线经过信息收集处理后同移动小车5实时位置一并传输至上位机6,在顶管2任一端面上形成如图3所示的画面,即在顶管2任一端面上呈现放射性元素分布模型。After the information is collected and processed on the inner wall of the pipe jacking 2, the cracks on the pipe wall, and the residual radioactive rays outside the cracks, the real-time position of the moving
S5)上位机6根据放射性探测分布位置图判断管道是否存在渗漏裂缝。S5) The
具体地,上位机6判断管道是否存在渗漏裂缝的方法为:Specifically, the
随着探测装置的不断移动探测,上位机6不断收集检测数据并最终形成顶管2的渗漏模型,在所述渗漏模型中去掉分布在顶管2内壁以及裂缝外侧的放射性元素图像,仅保留顶管2管壁裂缝的放射性元素图像,从而获得裂缝路径以及渗漏点坐标。With the continuous movement and detection of the detection device, the
核探头3不断检测顶管2内壁、外壁、以及缝隙处残留同位素示踪剂发出的β射线,同时结合移动小车5的行程位置生成连续的对应管道2轴线上某一点的检测数据,该数据经信息传输器4识别预处理后发送至上位机6。The nuclear probe 3 continuously detects the β-rays emitted by the residual isotope tracer on the inner wall, outer wall, and gaps of the pipe jacking 2, and at the same time generates continuous detection data corresponding to a certain point on the axis of the pipe 2 in combination with the travel position of the
优选地,所述计算机6通过BIM软件整合形成全段探测管道的渗漏模型。去掉分布在顶管2内壁、外壁的放射性元素图像,仅保留顶管2壁厚范围内的放射性元素图像,最终形成如图4所示的顶管2任一端面实时画面,准确定位出渗漏点位置和裂缝路径,Preferably, the
从而实现各种长度埋深的管道全段检测,也可以视检测情况,让移动小车5来回多次进行信息收集,最终得到更合理的渗漏模型。In this way, the inspection of the entire section of pipelines with various lengths and buried depths can be realized, and the
如图2所示,本发明还设计一种顶管渗漏点的检测装置,适用于上述的顶管渗漏点的检测方法,包括移动小车5,所述移动小车5上固定有用于探测残留放射性射线的核探头3,所述移动小车5上还固定有用于传输检测数据至上位机6的信息传输器4,所述核探头3与信息传输器4之间电连接,所述移动小车5、核探头3以及信息传输器4分别与上位机6连接。As shown in Figure 2, the present invention also designs a detection device for the leakage point of pipe jacking, which is suitable for the above-mentioned detection method of leakage point of pipe jacking, and includes a
具体地,所述移动小车5、核探头3、以及信息传输器4分别与计算机6无线连接。Specifically, the
本发明通过移动小车在顶管内行进来进行检测,适用于各种口径顶管,避免人工爬行在顶管内检测的弊端。The invention detects by moving a trolley in the pipe jacking, is suitable for pipe jacking of various calibers, and avoids the disadvantage of artificial crawling in the pipe jacking detection.
本发明顶管渗漏点的检测方法及检测装置解决大埋深顶管在功能性试验中细小渗漏点难以精确定位的问题,适用于各种长度距离、各种埋深的顶管渗漏点检测。The detection method and detection device of the pipe jacking leakage point of the present invention solve the problem that it is difficult to accurately locate the small leakage point in the functional test of the pipe jacking at a large buried depth, and are suitable for pipe jacking leakage of various lengths and distances and various buried depths point detection.
显然,本领域的技术人员可以对本申请进行各种改动和变型而不脱离本申请的精神和范围。这样,倘若本申请的这些修改和变型属于本申请权利要求及其等同技术的范围之内,则本申请也意图包含这些改动和变型在内。Obviously, those skilled in the art can make various changes and modifications to the application without departing from the spirit and scope of the application. In this way, if these modifications and variations of the present application fall within the scope of the claims of the present application and their equivalent technologies, the present application is also intended to include these modifications and variations.
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