JP5332942B2 - Method and system for measuring vertical accuracy of steel pipe - Google Patents

Description

  The present invention relates to a measuring method for confirming the vertical accuracy of a steel pipe used for, for example, CFT (Concrete Filled Steel Tube) construction in a reverse placement method.

  For example, in the reverse driving method used when constructing an underground frame part such as a multi-story building, a steel pipe for supporting a frame load is installed in the ground before excavating the ground. It is important to grasp the vertical accuracy of this steel pipe because it has a great influence on the quality of the steel pipe, the volume of the underground frame, the concrete work of the underground frame, the reinforcement work, the ground steel frame, etc.

  As a method for inserting the steel pipe into the ground while ensuring the vertical accuracy of the steel pipe, for example, Patent Document 1 discloses a straight pipe attached to the outer peripheral surface of the steel pipe as a guide material, a float floating on the water surface in the straight pipe, A mark plate provided on the upper surface of the pipe and provided with a mark for reading the position of the float, a camera for monitoring the displacement of the float, and a hanger such as a crane hook and a steel pipe, A method of inserting a steel pipe into the ground while adjusting the vertical accuracy using a vertical accuracy adjusting device provided with an adjusting means for adjusting the inclination of the steel pipe is disclosed.

  However, even if the steel pipe is installed in the ground while adjusting the vertical accuracy as described above, it may tilt after installation due to the influence of earth pressure or water pressure. And since earth pressure and water pressure differ with depth, the inclination is not uniform over the full length of a steel pipe, and often varies with depth. Therefore, in general, for the purpose of measuring the vertical accuracy after installation at every predetermined interval, the ground of the construction site of the underground structure is excavated for each floor, and the inclination of the exposed part of the excavation is appropriately changed by transit etc. It is measured using. That is, the work of excavating the ground for each floor and measuring the inclination is repeated only several times for the planned underground floor.

JP 2000-84794 A

  However, the method of excavating the ground at the location where the underground structure is planned to be constructed and measuring the slope of the exposed part has the following problems.

  (1) In order to calculate the exact horizontal distance between steel pipes based on the measurement results of the exposed part and adjust the length of the long beam, if the beam length adjustment is delayed for some reason, Construction of the frame part may stop.

  (2) If the inclination of the steel pipe increases and the horizontal distance between the steel pipes deviates from the design value, the volume of the underground frame part will differ from the design value. Since it takes time and effort, the construction of the underground structure may stop. And, in the reverse driving method, the construction of the ground frame cannot be advanced unless the construction of the underground frame progresses. Therefore, when the construction of the underground frame stops, the construction of the ground frame also stops, Will be affected.

  Therefore, the present invention has been made in view of the above problems, and its purpose is to excavate the ground with the vertical accuracy of a steel pipe inserted into the ground in order to construct a CFT structure of the reverse driving method. It is to provide a measurement method and a measurement system that can be measured without any problems.

In order to achieve the above object, the present invention is a measuring method for measuring the vertical accuracy of a steel pipe inserted in the ground and provided with an inner diaphragm having an opening,
A target installation step of installing a target for receiving laser light irradiated into the steel pipe on the diaphragm of the steel pipe;
An irradiation step of irradiating the laser beam vertically downward into the steel pipe so as to irradiate the target;
A display step of displaying on the display device an image obtained by photographing an arrival position of the laser beam irradiated on the target with an imaging device;
And an evaluation step of evaluating vertical accuracy based on an image photographed by the imaging device.

  According to the method for measuring the vertical accuracy of a steel pipe according to the present invention, it is possible to measure the inclination of the steel pipe without excavating the ground after the steel pipe is inserted into the ground. That is, the inclination of the entire length of the steel pipe can be measured during excavation work of the ground. Therefore, during the excavation work of the ground, it is possible to evaluate the vertical accuracy of the steel pipe, calculate the horizontal distance between the steel pipes, and manufacture the beam in parallel, so that the construction of the underground construction part is not stopped.

  In addition, even if the steel pipe has a large inclination and the distance between the steel pipes is greatly deviated from the design value, and it is necessary to change the design of the underground frame, it is possible to change the design during the excavation period of the ground. This will not affect the subsequent processes. That is, it is possible to obtain a double advantage that a period necessary for design change or the like can be secured and an influence on a subsequent process can be prevented.

  Furthermore, the vertical accuracy of the steel pipe can be accurately grasped over the entire length by carrying out the target installation process to the evaluation process at each position where the depth of the steel pipe is different.

  Further, in the present invention, if the target is displayed with a marker indicating a position to which the laser beam is irradiated when the steel pipe is in a vertical state, the laser beam is emitted when the steel pipe is tilted. Since the irradiated position deviates from the marker, the vertical accuracy of the steel pipe can be evaluated by measuring the deviated distance and direction.

In the present invention, the evaluation step transfers image data captured by the imaging device from the imaging device to an information processing device,
Using the information processing apparatus, specify a one-pixel length that is a length per pixel in the image data,
Using the information processing device, count the number of pixels between the arrival position of the laser beam in the image data and the point or line displayed on the target,
The information processing apparatus may be used to calculate the distance between the arrival position of the laser beam and the point or the line by multiplying the counted number of pixels by the length of one pixel.

  According to the present invention, since the distance between the arrival position of the laser beam and the point or line is automatically measured, the vertical accuracy of the steel pipe can be evaluated in a very short time. Therefore, even if the vertical accuracy is measured a plurality of times at different positions at different depths, the measurement can be performed in a short time without affecting the subsequent process.

Further, the present invention is a measurement system for measuring the vertical accuracy of a steel pipe inserted inside the ground and provided with an inner diaphragm having an opening,
A target for receiving the laser beam installed on the diaphragm of the steel pipe and irradiated in the steel pipe;
An imaging device for photographing the arrival position of the laser beam irradiated on the target;
And a display device for displaying the video imaged by the imaging device.

  According to the measurement system of the present invention, a laser beam is irradiated to a target installed in a steel pipe, and the vertical accuracy is evaluated based on an image captured by an imaging device. The inclination of the steel pipe can be measured without drilling.

  Furthermore, by installing the target at each position where the depth of the steel pipe is different, the vertical accuracy of the steel pipe can be accurately grasped over the entire length.

  Further, in the present invention, if the information processing device that evaluates the vertical accuracy based on the video imaged by the imaging device is further provided, the vertical accuracy of the steel pipe can be evaluated in a very short time. Therefore, even if the vertical accuracy is measured a plurality of times at different positions at different depths, the measurement can be performed in a short time without affecting the subsequent process.

  According to the present invention, it is possible to measure the vertical accuracy of a steel pipe inserted into the ground in order to construct a CFT structure of the reverse driving method without excavating the ground.

It is a schematic side view which shows the state which installed the measuring system which concerns on 1st embodiment of this invention in the steel pipe. It is a perspective view which shows the target which concerns on this embodiment. It is a top view which shows the state by which the laser beam was irradiated to the light-receiving plate. It is a figure which shows the flow of the measuring method which measures the vertical accuracy of a steel pipe. It is a figure which shows the state which has suspended the target in the steel pipe. It is a figure which shows the state which installed the laser vertical instrument in the upper end of the steel pipe. It is a figure which shows the state by which the laser beam was irradiated to the light-receiving plate. It is a conceptual side view which shows the state which installed the measuring system which concerns on 2nd embodiment of this invention in the steel pipe. It is a top view which shows the target which concerns on this embodiment. It is a figure which shows the flow of the measuring method which measures the vertical accuracy of a steel pipe. It is a figure which shows the example of the result of having performed the binarization process of the image which image | photographed the light-receiving plate. It is a perspective view which shows the target which concerns on 2nd embodiment of this invention. It is a plane sectional view showing the state where a target was installed in a steel pipe.

  Hereinafter, preferred embodiments of the present invention will be described in detail with reference to the drawings.

FIG. 1 is a schematic side view showing a state in which a measurement system 1 according to a first embodiment of the present invention is installed on a steel pipe 2.
As shown in FIG. 1, the measurement system 1 measures the vertical accuracy of a hollow steel pipe 2 whose upper end surface is opened. In the present embodiment, a cylindrical square steel pipe is used as the steel pipe 2. The CFT is constructed by filling the steel pipe 2 with concrete.

  In the steel pipe 2, diaphragms 3 are provided at predetermined intervals in the longitudinal direction. The diaphragm 3 is provided with an opening, and the shape of the opening is, for example, a circle, and the diameter is D.

  The measurement system 1 is installed on a diaphragm 3 in the steel pipe 2 for irradiating the steel pipe 2 with laser light vertically downward, and receives the laser light emitted from the laser vertical instrument 4. A target 5 for imaging, an imaging device 6 for photographing the arrival position of the laser light irradiated on the target 5, and a display device 7 for displaying an image photographed by the imaging device 6. The laser vertical device 4 is installed so as to irradiate laser light vertically downward from the axial center position on the upper end surface of the steel pipe 2.

FIG. 2 is a perspective view showing the target 5 according to the present embodiment.
As shown in FIG. 2, the target 5 includes a rectangular light receiving plate 8 for receiving laser light, and a rod-shaped guide member 9 provided so as to protrude from the opposite sides 8 a of the light receiving plate 8 to both sides. The light receiving plate 8 and the guide member 9 are composed of a first hanging tool 10 and a second hanging tool 11 for hanging the steel plate 2 down.

  A point marker 14 serving as a reference point is displayed at the center of the light receiving plate 8. Further, on the light receiving plate 8, two reference lines 16 orthogonal to each other on the point marker 14 and a plurality of scale lines 17 parallel to the reference line 16 are displayed in a grid pattern.

  The length L1 of the side 8a of the light receiving plate 8 to which the guide material 9 is connected is shorter than the diameter D of the opening provided in the diaphragm 3. The length L2 of the side 8b of the light receiving plate 8 to which the guide material 9 is not connected is longer than the diameter D of the opening and shorter than the inner dimension of the steel pipe 2.

  The guide material 9 is made of one steel bar, and the central portion thereof is connected to the lower surface of the light receiving plate 8 by an adhesive, welding, or the like.

  The length of the guide material 9 is set to be the same as the length of the diagonal line of the inner dimension of the steel pipe 2. Further, both ends of the guide material 9 are formed in a sharp shape so as to contact the corners of the steel pipe 2 at points.

  The first hanging tool 10 and the second hanging tool 11 are made of wire ropes, and one ends thereof are connected to both sides of the guide material 9, respectively.

  When the guide material 9 is arranged on the diagonal line in the steel pipe 2 and installed on the diaphragm 3, the point marker 14 of the light receiving plate 8 coincides with the axis of the steel pipe 2. Therefore, when the steel pipe 2 is in the vertical state, the spot 15 of the laser light irradiated on the light receiving plate 8 exists on the point marker 14, and when the steel pipe 2 is tilted from the vertical state, the spot 15 is shifted from the point marker 14. Become.

  Referring again to FIG. 1, the imaging device 6 includes an electronic camera for photographing the light receiving plate 8 and a light for illuminating the light receiving plate 8.

  In this embodiment, a rainproof CCD camera is used as the electronic camera, and an LED light is used as the light.

  The display device 7 is a monitor that is installed on the ground and displays an image of the light receiving plate 8 photographed by the imaging device 6. That is, the spot 15 of the laser beam irradiated on the light receiving plate 8 is photographed by the imaging device 6 and displayed on the display device 7.

  The inclination of the steel pipe 2 is measured by photographing the light receiving plate 8 installed on the diaphragm 3 with the imaging device 6, displaying the image on the display device 7, and the position of the spot 15 irradiated with the laser light from the point marker 14. Read how much it is displaced in which direction. For example, as shown in FIG. 3, when the spot 15 is shifted 5 mm to the north and 10 mm to the west from the point marker 14, the vertical accuracy of the steel pipe 2 is 5 mm to the south and east to the depth position of the target 5. It will be shifted by 10 mm.

  Below, the measuring method of the vertical accuracy by the measurement system 1 is demonstrated.

FIG. 4 is a diagram illustrating a flow of a measurement method for measuring the vertical accuracy of the steel pipe 2.
As shown in FIG. 4, the vertical accuracy of the steel pipe 2 is measured by performing from the step (S10) of setting the target 5 at a predetermined depth position to the step (S16) of evaluating the vertical accuracy.

  First, the process (S10) of installing the target 5 at a predetermined depth position is performed.

FIG. 5 is a view showing a state where the target 5 is suspended in the steel pipe 2.
As shown in FIG. 5, the target 5 is suspended by the first lifting tool 10 and inserted from the upper end of the steel pipe 2 in a state where the target 5 is tilted so that the longitudinal direction of the target 5 faces the longitudinal direction of the steel pipe 2.

  The target 5 is lowered to the position of the diaphragm 3 having a predetermined depth while being inserted through the opening of the diaphragm 3. As described above, since the length L1 of the side 8a of the light receiving plate 8 to which the guide material 9 is connected is smaller than the diameter D of the opening provided in the diaphragm 3, the target 5 can be suspended through this opening. it can.

  Next, when the light receiving plate 8 and the guide material 9 approach the diaphragm 3 to be installed, the first suspension tool 10 and the second suspension tool 11 are operated to arrange the guide material 9 on the diagonal line of the steel pipe 2. Then, the light receiving plate 8 and the guide material 9 are installed on the diaphragm 3 while being supported by the first hanging tool 10 and the second hanging tool 11 so that both ends of the guide material 9 are brought into contact with the corners of the steel pipe 2 respectively. To do. At this time, the length L2 of the side 8b of the light receiving plate 8 is larger than the diameter D of the opening provided in the diaphragm 3, so that the light receiving plate 8 is installed on the diaphragm 3 in a stable state.

  When the target 5 is placed on the diaphragm 3, the first hanging tool 10 and the second hanging tool 11 are loosened, and the wire rope 12 for hanging the imaging device 6 or the imaging device 6 is photographed on the display device 7. When the cable 13 for transmitting an image is inserted into the steel pipe 2, it can be prevented from getting in the way.

  Next, a step (S11) of installing the imaging device 6 is performed.

  The imaging device 6 suspended from the wire rope 12 is inserted into the steel pipe 2 and installed at a position where the entire light receiving plate 8 can be photographed. Then, the cable 13 connected to the imaging device 6 is connected to the ground display device 7.

  Next, a step (S12) of installing the laser vertical device 4 is performed.

FIG. 6 is a view showing a state in which the laser vertical device 4 is installed at the upper end of the steel pipe 2.
As shown in FIG. 6, a laser vertical device 4 is installed at the upper end of the steel pipe 2. The laser vertical device 4 is accurately set so that the laser light emitted from the laser vertical device 4 is irradiated vertically downward into the steel pipe 2 and from the axial center position on the upper surface of the steel pipe 2. After installation, a step (S13) of irradiating the steel pipe 2 with laser light is performed.

Next, a photographing step (S14) by the imaging device 6 is performed.
When the laser beam emitted from the laser vertical device 4 is applied to the light receiving plate 8 and a spot 15 of the laser beam is projected, the imaging device 6 captures the image and displays it on the display device 7.

  Next, a step (S15) of reading the position of the spot 15 of the laser beam irradiated on the light receiving plate 8 is performed.

FIG. 7 is a diagram illustrating a state in which the light receiving plate 8 is irradiated with laser light.
As shown in FIG. 7, the reference line 16 and scale line 17 described on the target 5 are used to visually measure the deviation between the laser beam spot 15 position and the point marker 14 and the direction of the deviation. . For example, the measurement method visually reads that the point marker 14 is displaced by a [mm] in the north direction and b [mm] in the west direction.

  And based on this measurement result, the evaluation process (S16) which evaluates that the vertical accuracy of the steel pipe 2 in the measurement depth is a [mm] in the south direction and b [mm] in the east direction is performed.

  According to the measurement system 1 of the vertical accuracy of the steel pipe 2 in the present embodiment described above, the inclination of the steel pipe 2 can be measured without excavating the ground E after the steel pipe 2 is inserted into the ground E. That is, the inclination of the steel pipe 2 can be measured during excavation work of the ground E. Therefore, during the excavation work of the ground E, it is possible to evaluate the vertical accuracy of the steel pipe 2, calculate the horizontal distance between the steel pipes 2 and manufacture the beam in parallel. Absent.

  Even when the inclination of the steel pipe 2 is large and the distance between the steel pipes 2 in the ground E is greatly deviated from the design value, it is necessary to change the design of the underground frame part during the excavation period of the ground E. By performing the design change, the subsequent process is not affected. That is, it is possible to obtain a double advantage that a period necessary for design change or the like can be secured and an influence on a subsequent process can be prevented.

  Furthermore, the vertical accuracy of the steel pipe 2 is accurately obtained over the entire length by performing the target 5 installation process (S10) to the vertical accuracy evaluation process (S16) at each position of the diaphragm 3 where the depth of the steel pipe 2 is different. I can grasp it.

  Moreover, although the camera was used as the imaging device 6 and the monitor was used as the display device 7, these are general things and are inexpensive and excellent in availability.

  Moreover, since the target 5 and the imaging device 6 can be recovered, the vertical investment can be recovered after being measured and inserted into another steel pipe 2 again, so that the capital investment cost can be reduced.

  In the present embodiment, the case where the grid-like scale lines 17 of the light receiving plate 8 are displayed has been described. However, the present invention is not limited to this display method, and concentric circles centered on the point marker 14. A scale line may be described.

  Furthermore, in the present embodiment, the case where the rectangular light receiving plate 8 is used has been described. However, the present invention is not limited to this shape, and may be a triangle, a circle, a trapezoid, or the like, and the opening of the diaphragm 3 can be inserted. And what is necessary is just a shape which can be installed on the diaphragm 3 without dropping out from opening.

  In the present embodiment, the case where a square steel pipe is used as the steel pipe 2 has been described. However, the present invention is not limited to this, and a round steel pipe may be used. In the case of using a round steel pipe, if the length of the guide material 9 is made equal to the inner diameter of the round pipe, the point marker 14 naturally matches the axial center by installing the light receiving plate 8 on the diaphragm 3. To do. Therefore, the target 5 can be easily installed in a short time.

  In addition, in this embodiment, when the steel pipe 2 is a vertical state, the case where the position of the point marker 14 irradiated with a laser beam from the axial center position of the upper end surface of the steel pipe 2 is set as the center of the light receiving plate 8 will be described. However, the present invention is not limited to this, and when irradiating from a position shifted from the axial center position, light is received so that the point marker 14 is positioned directly below the irradiation position in a state where the steel pipe 2 is in a vertical state. It only has to be displayed on the plate 8.

  Next, a second embodiment of the present invention will be described. In the following description, portions corresponding to the first embodiment are denoted by the same reference numerals, description thereof is omitted, and differences are mainly described.

  In the second embodiment, the video captured by the imaging device 6 is subjected to image processing, and the vertical accuracy of the steel pipe 2 is evaluated.

FIG. 8 is a conceptual side view showing a state in which the measurement system 21 according to the second embodiment of the present invention is installed in the steel pipe 2.
As shown in FIG. 8, the measurement system 21 includes a laser vertical device 4, a target 5, an imaging device 6, a display device 7, and an information processing device that evaluates vertical accuracy based on an image captured by the imaging device 6. 22.

On the light receiving plate 8 according to the present embodiment, as shown in FIG. 9, an X axis, a Y axis, and a circular marker 23 that are reference lines are displayed. The X axis and the Y axis are displayed so as to be orthogonal to each other. Note that an intersection of the X axis and the Y axis is set as a reference point.
The size (dimension) of the circular marker 23 is known in advance, and the length per pixel (1 pixel length) is determined from the size of the circular marker 23 and the number of pixels in the circular marker 23 in the captured image. Used to find out.

  The information processing device 22 is a PC (Personal Computer) connected to the imaging device 6 and is installed on the ground. The imaging device 6 and the PC are connected by a cable 13 and can receive a captured image captured by the imaging device 6.

  Below, the measuring method of the vertical accuracy by the measurement system 21 is demonstrated according to a construction procedure.

FIG. 10 is a diagram illustrating a flow of a measurement method for measuring the vertical accuracy of the steel pipe 2.
As shown in FIG. 10, the calibration step (S20) of the imaging device 6 is performed in parallel with the step (S10) of setting the target 5 at a predetermined depth position.

  In the calibration step (S20), the imaging board 6 photographs a calibration board and acquires camera parameters. This is called camera calibration, and detects distortion of the imaging device 6 (CCD camera in the present embodiment) by photographing a board which is paper on which a lattice pattern or equally spaced dots are printed. It is. Although details will be described later, the distortion of the captured image is corrected in a later step (S21) based on the acquired camera parameters.

  Next, similarly to 1st embodiment, the process from the process (S11) which installs the imaging device 6 in the predetermined position in the steel pipe 2 to the imaging | photography process (S14) by the imaging device 6 is implemented. In the present embodiment, the captured image captured in the capturing process (S14) is transferred to the information processing apparatus 22.

  Next, an image processing step (S21) for processing the captured image is performed.

  In the image processing step (S21), the position information of the spot 15 is acquired from the photographed image, and the deviation from the reference point is evaluated. The evaluation method will be described below.

  First, distortion of the captured image is corrected by the PC using the camera parameters, and the corrected captured image is binarized.

  An in-marker reference length d [mm] is input to the information processing device 22 in advance. The reference length d within the marker is a reference length in the marker. For example, in the case of the circular marker 23, the length of the diameter of the circle is applied.

  Then, the image is binarized. Specifically, the digital image is converted into a black and white image with a pixel value = 0 or 1. FIG. 11 is a diagram illustrating an example of a result of performing the binarization processing of the image. As shown in FIG. 11, a circular marker 23, an X axis, a Y axis, and a laser beam spot 15 are displayed.

  Subsequently, the information processing apparatus 22 detects the circular marker 23, the X axis, the Y axis, and the spot 15 from the binarized image data. Since the background is white (pixel value = 1) and the circular marker 23, X-axis, Y-axis, and spot 15 are black (pixel value = 0), for example, image data is scanned in the horizontal left direction. Sometimes, the spot 15 is recognized as the spot 15 by detecting the part where the pixel value changes from 1 to 0 as the right outline and detecting the part where the pixel value changes from 0 to 1 as the left outline. .

  Further, by scanning in the horizontal left direction, a portion where the Y-axis pixel value changes from 1 to 0 is detected as a right contour, and a portion where the pixel value changes from 0 to 1 is detected as a left contour. , Recognized as the Y axis.

  Further, by scanning in the horizontal downward direction, a portion where the X-axis pixel value changes from 1 to 0 is detected as an upper contour, and a portion where the pixel value changes from 0 to 1 is detected as a lower contour. Is recognized as the X-axis.

  Subsequently, the information processing apparatus 22 extracts the occupied pixel dp [pixel] of the in-marker reference length d in the captured image data, and acquires the image scale (length per pixel). Specifically, the maximum diameter among the diameters of the circular markers 23 is specified, and the number of pixels dp included in the diameter length is counted. Then, the length per pixel is obtained by dividing the reference length d within the marker by the number of pixels dp. According to this, by using the circular marker 23, the maximum diameter becomes constant no matter which direction the circular marker 23 is viewed. Therefore, even if the orientation of the circular marker 23 changes, the length per pixel can be specified accurately. can do.

Then, the deviations Dx and Dy of the spot 15 position to the X axis and Y axis are calculated by the following equations (1) and (2).
Dx = xp × (d / dp) (1)
Dy = yp × (d / dp) (2)

  Here, Dx [mm] is the displacement of the spot 15 in the X-axis direction, Dy [mm] is the displacement of the spot 15 in the Y-axis direction, d / dp [mm / pixel] is the length per pixel, xp [pixel] is a distance in the X-axis direction, and yp [pixel] is a distance in the Y-axis direction.

  For example, when the spot 15 is deviated by +5 mm (that is, 5 mm in the positive direction of the X axis) with respect to Dx and +10 mm (that is, 10 mm in the positive direction of the Y axis) with respect to Dy, the vertical accuracy of the steel pipe 2 at the measurement depth Is shifted by 5 mm in the negative direction of the X axis and by 10 mm in the negative direction of the Y axis.

  According to the method for measuring the vertical accuracy of the steel pipe 2 in the present embodiment described above, the image of the laser light spot 15 is taken by the imaging device 6 and image processing is performed by the information processing device 22, so that the vertical accuracy is easily achieved. Can be evaluated. In addition, since an image with corrected distortion is used, the vertical accuracy can be evaluated with high accuracy.

  In each of the above-described embodiments, the case where only one guide member 9 of the target 5 is used has been described. However, the present invention is not limited to this. For example, as shown in FIG. Two guide members 9a and 9b and a first connecting tool 26 and a second connecting tool 27 for connecting a hanger provided at the end of the light receiving plate 8, and one end of each connecting tool 26, Alternatively, the target 25 including the first hanging tool 10 and the second hanging tool 11 connected to 27 may be used.

  In such a case, the first connection tool 26 and the second connection tool 27 are attached to the surface of the light receiving plate 8, and both the connection tools 26 and 27 are attached to the surface of the light receiving plate 8. When the target 25 is hung by both the hanger 10 and 11, since both hanger 10 and 11 do not wrap around the light receiving plate 8 or the guide materials 9a and 9b, the surface of the light receiving plate 8 must be faced up. Can do.

  Then, as shown in FIG. 13, the target 25 has guide members 9 a and 9 b applied to corners formed between the side surfaces of the sleepers 24 provided at the corners of the steel pipe 2 and the inner peripheral surface of the steel pipe 2. Installed to touch. Since the sleepers 24 are attached to the corners of the steel pipe 2, the target 25 is prevented from rotating in the horizontal direction when the target 25 is leveled, and the suspension members 10 and 11 are prevented from being entangled with the target 25. it can. The distance G between the end portions on one end side of the guide material 9a and the guide material 9b is adjusted to be the same as the length between the adjacent sleepers 24.

  The guide members 9a and 9b are, for example, as a mechanism for inserting a small-diameter inner pipe inside a large-diameter outer pipe and fixing both pipes with a pipe clamp, such as those used in camera tripods. The length may be adjustable. By using the guide members 9a and 9b as a retractable mechanism, the steel pipe 2 can be used even with different inner diameters.

DESCRIPTION OF SYMBOLS 1 Measurement system 2 Steel pipe 3 Diaphragm 4 Laser vertical device 5 Target 6 Image pick-up device 7 Display device 8 Light-receiving board 8a, 8b Side 9 Guide material 9a, 9b Guide material 10 First hanger 11 Second hanger 12 Wire rope 13 Cable 14 Point marker 15 Spot 16 Reference line 17 Scale line 21 Measurement system 22 Information processing device 23 Circular marker 24 Sleeper 25 Target 26 First connector 27 Second connector L1, L2 Side length D Opening diameter d Marker reference length E Ground

Claims (5)

In a measurement method for measuring the vertical accuracy of a steel pipe inserted inside the ground and having a diaphragm having an opening inside,
A target installation step of installing a target for receiving laser light irradiated into the steel pipe on the diaphragm of the steel pipe;
An irradiation step of irradiating the laser beam vertically downward into the steel pipe so as to irradiate the target;
A display step of displaying on the display device an image obtained by photographing an arrival position of the laser beam irradiated on the target with an imaging device;
An evaluation step of evaluating vertical accuracy based on an image taken by the imaging device, and measuring the vertical accuracy of a steel pipe.   The method for measuring the vertical accuracy of a steel pipe according to claim 1, wherein a marker indicating a position at which the laser beam is irradiated when the steel pipe is in a vertical state is displayed on the target. The evaluation step includes
Transferring image data captured by the imaging device from the imaging device to an information processing device;
Using the information processing apparatus, specify a one-pixel length that is a length per pixel in the image data,
Using the information processing device, count the number of pixels between the arrival position of the laser beam in the image data and the point or line displayed on the target,
The distance between the arrival position of the laser beam and the point or the line is calculated by multiplying the counted number of pixels and the length of one pixel by using the information processing apparatus. Item 2. The measuring method according to Item 1. A measurement system that measures the vertical accuracy of a steel pipe that is inserted into the ground and has a diaphragm having an opening inside.
A target for receiving the laser beam installed on the diaphragm of the steel pipe and irradiated in the steel pipe;
An imaging device for photographing the arrival position of the laser beam irradiated on the target;
A vertical accuracy measurement system for a steel pipe, comprising: a display device for displaying an image captured by the imaging device.   The steel pipe vertical accuracy measurement system according to claim 4, further comprising an information processing device that evaluates vertical accuracy based on an image captured by the imaging device.

Images