WO2023008305A1

WO2023008305A1 - Survey setting point editing method, survey setting point editing device, and survey setting point editing program

Info

Publication number: WO2023008305A1
Application number: PCT/JP2022/028340
Authority: WO
Inventors: 圭佑中村; 亮介清水; 海洋一里山
Original assignee: 株式会社トプコン
Priority date: 2021-07-27
Filing date: 2022-07-21
Publication date: 2023-02-02
Also published as: JP2023018530A

Abstract

This survey setting point editing method comprises: a step for causing a display unit to display design data including a plurality of first survey setting points; a step for causing an input unit to receive a selection instruction for selecting the first survey setting points in an arbitrary range from the design data and a disposition interval instruction for designating a disposition interval of second survey setting points to be added between the selected first survey setting points; and a step for disposing, between the first survey setting points selected by the selection instruction, the second survey setting points at the disposition interval designated by the disposition interval instruction and creating edited data.

Description

Stakeout Point Editing Method, Stakeout Point Editing Device, and Stakeout Point Editing Program

The present disclosure relates to a survey setting point editing method, a survey setting point editing device, and a survey setting point editing program.

Conventionally, techniques have been proposed to guide workers who perform pile driving so that piles are staked at preset stake-out positions. For example, in Patent Document 1, mutual positional relationships such as the position of a camera that captured an overview image, the position of a surveying instrument, and the positions of staking points and side points are displayed as positions in a plane, and the position of the target with respect to the staking points is displayed. A surveying system has been disclosed that allows an operator to visually and spatially grasp a position using a plan view or the like.

Japanese Patent Application Laid-Open No. 2004-85551

However, when performing surveying using design data, it is difficult to flexibly respond to changes in surveying points according to site conditions. The method reduces work efficiency.

The present disclosure has been made to solve such problems, and aims to provide a survey setting point editing method, a survey setting point editing device, and a survey setting point that enable efficient and appropriate survey setting. It provides an editing program.

In order to achieve the above object, a survey setting point editing method according to the present disclosure is a survey setting point editing method in a survey setting point editing device including a display unit and an input unit, wherein the display unit displays a plurality of second a step of displaying design data including one staking setting point; a selection instruction to select the first staking setting point in an arbitrary range from the design data by the input section; a step of receiving an arrangement interval instruction designating an arrangement interval of the second staking points to be added to the first staking points selected by the selection instruction at the arrangement interval specified by the arrangement interval instruction between the first staking points selected by the selection instruction; arranging the second staking points to create edited data.

In order to achieve the above-described object, a survey setting point editing device according to the present disclosure includes a display unit capable of displaying design data including a plurality of first survey setting points; an input unit for receiving a selection instruction for selecting a staking point and an arrangement interval instruction for specifying an arrangement interval of second staking points to be added between the selected first staking points; and a control unit for creating edit data by arranging the second staking points between the first staking points at the arrangement intervals specified by the arrangement interval instruction.

In order to achieve the above-described object, a staking point editing program according to the present disclosure is a staking point editing program comprising steps of displaying design data including a plurality of first staking points on a display unit; a selection instruction to select the first staking points in an arbitrary range from the design data; a step of arranging the second staking points between the first staking points selected by the selection instruction at the arrangement intervals specified by the arrangement interval instruction to create edited data. and cause the computer to execute

According to the survey setting point editing method, the survey setting point editing device, and the survey setting point editing program according to the present disclosure using the above means, it is possible to efficiently and appropriately perform survey setting.

1 is an overall configuration diagram of a surveying support system according to an embodiment of the present disclosure; FIG. It is a control block diagram of the surveying device and the terminal in the surveying support system. 4 is a control flowchart of a survey setting support system including a process of editing survey setting points; It is a figure which shows a survey setting route setting screen. It is a figure which shows a plus stake setting screen. It is a figure which shows a setting point display screen.

Hereinafter, embodiments of the present disclosure will be described based on the drawings.

FIG. 1 is an overall configuration diagram of a surveying support system 1 according to an embodiment of the present disclosure. 2 is a control block diagram of the surveying instrument 2 and the terminal 4. As shown in FIG. In the description of the present embodiment, each device and arrangement relationship are shown schematically, and for convenience of explanation, they are shown on a scale different from the actual scale.

The survey setting support system 1 includes a surveying device 2, a prism 31 that is a measurement object (or target), and a terminal 4 that is a survey setting point editing device. The surveying instrument 2 is, for example, a total station, is installed on a leg 23 such as a tripod, and can measure the angle and distance to the prism 31 for surveying. The surveying instrument 2 is provided with a leveling section (detailed configuration is not shown) that is detachable from the leg section 23 and performs leveling, and is leveled by the leveling section and rotatable about a vertical axis. and a telescope 22 provided on the main body 21 so as to be rotatable about a horizontal axis. Therefore, the telescope section 22 is provided rotatably about the horizontal axis and the vertical axis with respect to the leveling section. Leveling may be performed manually by a worker (or operator) by adjusting the leveling unit, or may be performed automatically. The surveying device 2 also includes a computer (not shown) for controlling the surveying device 2 .

FIG. 2 is a control block diagram of the surveying device 2 and the terminal 4. First, a communication unit 201 shown as a configuration of the surveying instrument 2 is configured to be capable of communicating with an external device such as the terminal 4, and is wireless communication means such as Bluetooth (registered trademark). Note that the communication unit 201 may function as wired communication means via a connection terminal.

The storage unit 202 stores various programs such as a tracking program and a surveying program, surveying data, GPS time, the size (height, width, depth, etc.) of the surveying device 2, and various data such as images captured by the tracking light transmitting/receiving unit 208. Data can be stored.

The display unit 203 can display an image captured by the tracking light transmitting/receiving unit 208, and is provided at the rear part of the main body unit 21, for example. An operation unit 204 is an operation unit capable of inputting various operation instructions and settings. For example, the operation instruction can include power on/off switching, surveying start trigger, surveying mode switching, surveying cycle setting, and the like. Also, the operation unit 204 may include arbitrary operation devices and input devices such as switches, buttons, and dials. When the display unit 203 is a touch panel, the display unit 203 and the operation unit 204 may be formed integrally.

The horizontal rotation driving section 205 controls the body section 21 of the surveying instrument 2 to be horizontally rotatable around the vertical axis. The vertical rotation driving section 206 controls the telescope section 22 so as to be vertically rotatable around the horizontal axis.

The distance measuring unit 207 includes a light transmitting unit that emits distance measuring light and a light receiving unit that receives the reflected light reflected by the prism 31 after being irradiated with the distance measuring light from the light transmitting unit. The distance measuring unit 207 measures the distance (oblique distance) from the surveying instrument 2 to the prism 31 by emitting distance measuring light, for example, pulsed laser light, and receiving reflected light reflected by the prism 31 . Note that the distance measurement method is not limited to such a pulse method, and it is also possible to apply a well-known method such as a so-called phase difference method that measures distance based on the number of waves of laser light.

The tracking light transmitting/receiving unit 208 has a light source (light transmitting unit) capable of emitting tracking light toward the prism 31 . Further, the tracking light transmitting/receiving unit 208 receives a part of the tracking light reflected by the prism 31 and converts it into an electric signal. have. The tracking light transmitting/receiving unit 208 emits tracking light having a spread angle. Therefore, the tracking light has the characteristic that the spatial area of the tracking light irradiation range expands as the distance from the surveying instrument 2 increases. The control unit 211 controls the horizontal rotation driving unit 205 and the vertical rotation driving unit 206 so that the tracking light transmission/reception unit 208 continues to receive the tracking light transmitted by the tracking light transmission/reception unit 208, thereby controlling the prism. 31 tracking functions can be controlled.

The surveying instrument 2 also includes a horizontal angle detection unit 209 (horizontal encoder) that detects the horizontal rotation angle of the main body 21 (that is, the rotation angle about the vertical axis), and the vertical rotation angle of the telescope unit 22. A vertical angle detection unit 210 (vertical encoder) is provided for detecting (that is, the rotation angle about the horizontal axis). The telescope section 22 has therein a telescope including an optical system capable of collimating the prism 31 . The telescope unit 22 incorporates a distance measuring unit 207 including a distance measuring optical system, and part of the optical path of the distance measuring optical system of this distance measuring unit 207 is shared with part of the optical system of the telescope. The light emitted from the distance measuring unit 207 or the tracking light transmitting/receiving unit 208 is guided and emitted coaxially with the collimation axis of the telescope. Light reflected by the prism 31 and received from the outside is guided along the collimation axis of the telescope and received by the distance measuring unit 207 or the tracking light transmitting/receiving unit 208 .

The control unit 211 also controls the angles (horizontal angle and vertical angle) detected by the horizontal angle detection unit 209 and the vertical angle detection unit 210, the distance (oblique distance) measured by the distance measurement unit 207, the tracking light transmission/reception unit 208 acquires, stores, and calculates various information such as an image captured by the device 208, and displays the acquisition result and the calculation result on the display unit 203, for example. Further, the control unit 211 performs drive control of each unit according to the operation on the operation unit 204 or according to the calculation result.

The prism 31 shown in FIG. 1 is, for example, a corner cube prism provided at an appropriate height position on the pin pole 3 . Therefore, the prism 31 has retroreflective properties and can reflect the light from the surveying instrument 2 in the direction opposite to the direction of incidence. It should be noted that the prism 31 may be made of other retroreflective members, and is not limited to the retroreflective member. Other reflective members (eg, a reflective sheet, a target plate, a wall, etc.) that can reflect with a certain degree of intensity may also be used.

The terminal 4 has a measurement support function such as notifying the operator who performs the measurement of the position of the measurement point. As the terminal 4, for example, a device such as a personal digital assistant (PDA), a smart phone, or a personal computer that can be carried by the worker can be used. As shown in FIG. 2 , the terminal 4 has a control section 41 , a communication section 42 , an operation section 43 (input section), a display section 44 and a storage section 45 . Terminal 4 also includes a computer (not shown) for controlling the operation of terminal 4 . The communication unit 42 is configured to be able to communicate with an external device such as the surveying instrument 2, and is wireless communication means such as Bluetooth (registered trademark). Note that the communication unit 42 may function as wired communication means via a connection terminal.

The operation unit 43 is operation means that can input various instructions and settings to the terminal 4 . Also, the display unit 44 is formed by a liquid crystal display or the like. Note that when the display unit 44 is a touch panel, the operation unit 43 and the display unit 44 are formed integrally, and the operation unit 43 can receive an input operation from the operator by a method such as a pressure-sensitive type or an electrostatic type. . In addition, the display unit 44 can display a staking point display screen 54 of the staking support program (see FIG. 1, etc.).

The storage unit 45 stores information such as design data 451, edited data 452, a survey setting support program 453, a survey setting point editing program 454, and the like. The design data 451 is, for example, route data 6 (see FIG. 1) created in advance by CAD using a device (or equipment) or the like separate from the terminal 4 . The edited data 452 is the route data 6' (see FIG. 6) obtained by editing the design data 451 by adding the second staking points 64, which will be described later. The survey setting point editing program 454 of this embodiment may be configured to be included in a part of the survey setting support program 453 or may be configured separately from the survey setting support program 453 . The survey setting support program 453 and the survey setting point editing program 454 can be stored in a computer-readable storage medium (or storage device) of the terminal 4, for example.

The terminal 4 can display the staking point display screen 54 on the display unit 44 to guide the worker to the staking points of the route data 6, 6' included in the staking point display screen 54.

Next, an example of each processing process when the terminal 4 executes the surveying support program 453 will be described with reference to FIG. First, the controller 41 starts the surveying support program 453 according to the operator's (or user's) input operation from the operation unit 43 . In step S<b>01 , the control unit 41 selects and reads out the design data 451 to be used for surveying according to the operator's input operation through the operation unit 43 . The design data 451 may be acquired in advance from an external device or a recording medium and stored in the storage unit 45, or may be acquired from an external device or a recording medium based on the selection instruction of the design data 451 in the process of step S01. It may be acquired each time and stored in the storage unit 45 .

A survey setting route setting screen 51 shown in FIG. 4 is a setting screen for setting a survey setting route. "Route" is a setting item for selecting the design data 451 in the process of step S01. The route data 6 shown in FIG. 1 as an example of the selected design data 451 has a straight portion 61 and a curved portion 62 . In the route data 6, for example, a route pile 631 (also called a number pile) is used as a first staking point 63 arranged in advance when the design data 451 is created. (sometimes referred to as stakes 631 _n ). In addition, the first staking point 63 includes a center pile 632 and left and right width piles 633 in the route pile 631 . In the route data 6 shown in FIG. 1, the left and right width piles 633 are provided at two positions each.

Regarding the other setting items, "select standard cross section" is a setting item for selecting preset and registered cross section data (for example, cross section data). The setting of cross-sectional data can be stored in the storage unit 45 in advance. The “starting point stake” is a setting item for setting the starting point of the route stake 631 , and the “end point stake” is a setting item for setting the ending point of the route stake 631 . A pile number such as “No. 0” is assigned to the starting point pile. Also, the terminal pile is assigned the final number of the route pile 631, for example, the pile number of "No. 20".

"Width pile" sets whether or not the width pile 633 is set as a survey setting point in route surveying, and the offset distance of the width pile 633 with respect to the center pile 632 when the width pile 633 is arranged as a survey setting point. It is a possible setting item. "Plus pile" indicates whether or not to add a plus pile 641 as a second staking point 64 between the first staking points 63 (for example, between the line piles 631), and whether or not to add the second staking point 64. This is a setting item for setting the section of the route direction D1, the interval (pitch) of the second survey setting points 64 to be added, and the like. “Guidance direction” is a setting item for setting the order of setting when performing the setting work. As the "guidance direction", a "transverse direction" or a "longitudinal direction" can be set.

In step S02, the control unit 41 selects a device for communication connection with the terminal 4 according to the operator's input operation from the operation unit 43. For example, the surveying instrument 2 shown in FIG. 1 is selected as the instrument for communication connection. Further, when there are a plurality of surveying instruments 2 that can be communicated with, the control unit 41 can select one surveying instrument 2, for example.

In step S03, the surveying device 2 is installed. The control unit 41 accepts selection of an instrument installation method from settings such as a resection method (for example, a posterior resection method) and a backsight point (known points), etc., by an operator's input operation from the operation unit 43 . The control unit 41 transmits a control instruction to the surveying instrument 2 to specify the instrument point of the surveying instrument 2 by the selected instrument installation method. When the control unit 211 of the surveying instrument 2 obtains the instrument point by the instrument installation method selected by the terminal 4 , it transmits the information of the instrument point to the terminal 4 . The control unit 41 acquires information on the instrument points of the surveying instrument 2 and stores it in the storage unit 45 .

In step S04, the control unit 41 receives a width pile setting instruction from the operation unit 43 by the operator's input operation from the operation unit 43, and sets the width pile 633 in the route data 6 selected in step S01. The setting of the width pile 633 can be set from the "width pile" of the staking route setting screen 51 (see FIG. 4). If the width stakes 633 are set in advance as shown in the route data 6 in FIG. 1, or if the width stakes 633 are not measured, the setting in step S04 may be omitted.

In step S05, the control unit 41 receives an instruction to set the plus pile 641 as the second setting point 64 by the operator's input operation from the operation unit 43, and sets the plus pile to the route data 6 selected in step S01. 641 additional processing is performed. The setting of the plus pile 641 can be performed from the "plus pile" of the staking route setting screen 51 (see FIG. 4). When receiving the selection instruction of "plus stake" by the operation unit 43, the control unit 41 changes the screen displayed on the display unit 44 of the terminal 4 to the main setting screen 52 in the plus stake setting screen of FIG.

In the main setting screen 52, the "input method" can set the number of route directions D1 in which plus stakes 641 are arranged. As selectable items of "input method", for example, "single" or "continuous" can be set. When “single” is selected, one plus stake 641 is set for the route stake 631 selected in “route stake” on the main setting screen 52 . Further, when "continuous" is selected, a plurality of plus stakes 641 are set for the route stake 631 selected in "route stake". In the example of FIG. 5, "Continuous" is selected. It should be noted that the number of plus stakes 641 to be added may be input as an option for "input method".

"Route stake" is a setting item for setting the road stake 631 that edits (here, adds) the plus stake 641 . Further, the "plus distance" displays the value of "pitch" set on the detail setting screen 53, which will be described later. When the control unit 41 receives an instruction to select "Route stake" from the operation unit 43, the screen displayed on the display unit 44 of the terminal 4 is changed to the detailed setting screen 53 in the plus stake setting screen.

On the detail setting screen 53, “start point” and “end point” are setting items for setting the range of the route stake 631 to which the plus stake 641 is added. The “start point” and “end point” can be selected from the route stakes 631 of the route data 6 . The control unit 41 arbitrarily selects the “start point” and “end point” route piles 631 from the plurality of route piles 631 (first staking points 63 ) included in the route data 6 displayed on the display unit 44 . For example, the “No. 4” road pile 631 ₄ is selected as the “start point”, and the “No. 5” road pile 631 ₅ is selected as the “end point” (section D _A reference).

The "start point" line pile 631 and the "end point" line pile 631 that designate the section where the plus pile 641 is installed may or may not be adjacent to each other.

"Pitch" on the detailed setting screen 53 is an item for setting the arrangement interval of the plus piles 641 to be arranged in the section between the start point and the end point of the selected road pile 631 .

The control unit 41 selects the first staking points 63 (in this embodiment, the staking points of the route piles 631) in an arbitrary range from the route data 6, which is the design data 451 displayed on the display unit 44 by the operation unit 43. and an arrangement interval instruction specifying the arrangement interval of the second staking points 64 (plus stakes 641 in this embodiment) to be added between the selected first staking points 63 are accepted. The placement interval instruction is given for the route length at the centerline.

Then, the control section 41 arranges the second measuring points 64 at the arrangement interval (pitch) specified by the above-mentioned arrangement interval instruction between the first measuring points 63 selected by the above-mentioned selection instruction, and edits the edited data 452 . to create At this time, the second staking point 64 is arranged at a specified interval from the road pile 631, which is the first staking point on the starting point side.

For example, in the route data ₆ _′ of FIG. When arranging the pile 641, the plus pile 641 is arranged from the "No. 4" route pile 631 ₄ side, and the newly arranged plus pile 641 and the adjacent route pile 631 on the starting point side or immediately before are arranged. The arrangement interval with the plus pile 641 is set to the arrangement interval (for example, “5 m”) set in “pitch” on the detailed setting screen 53 . In this embodiment, since the distance between the route piles 631 is "20 m", the plus piles 641 are added at three locations in the route direction D1. Each interval with the pile 631 is set at an equal interval of 4 m in the line direction D1.

Further, for example, as shown in the _enlarged _view of FIG. , “ _No. If the arrangement interval set in the "pitch" of the detailed setting screen 53 is "6 m", the arrangement interval of the plus piles 641 cannot be divided into "20 m" of the route piles 631, but in that case, the route piles 631 When the plus piles 641 are arranged in order from the beginning to the end point, and the remaining interval with the adjacent route pile 631 on the end point _side is equal to or less than the arrangement interval of the plus piles 641, the control unit 41 arranges the plus piles 641 in the section DB. End the adding process. That is, in the process of creating the edited data 452, the second staking point 64 (the staking point of the plus pile 641) is obtained by dividing the distance of the section D _B by the layout interval in the section D _B between the adjacent road piles 631. are placed as many times as the number of quotients obtained.

When the first staking points 63 (route piles 631 in this embodiment) selected as the "start point" and "end point" extend over a plurality of sections, the plus piles 641 are arranged for each section of the adjacent route piles 631. is performed on Also, the setting of the plus stake 641 in step S05 (which may include the setting of the width stake 633 in step S04 and other processing) is executed by the above-described survey setting point editing program 454. FIG.

Further, the plus piles 641 are arranged not only in the route direction D1 of the center pile 632 of the route data 6 but also in the route direction D1 (longitudinal direction) corresponding to each width pile 633 staking point arranged in the transverse direction. be. As shown in FIGS. 1 and 6, when the route data 6, 6' include the width pile 633, the plus pile 641 is also added to the width pile 633 in the route direction D1.

When the process of setting the plus stakes 641 is completed, the control unit 41 stores the route data 6 ′ in which the plus stakes 641 are added to the design data 451 as the edited data 452 in the storage unit 45 . The edited data 452 including the plus pile 641 can be used as data temporarily used in the work process of measuring. Accordingly, the worker can automatically add the second stakeout point 64 by a simple operation according to the situation such as the topography of the site stakeout point, and can easily grasp the outline of the route.

When the edited data 452 is created, the operator can set the staking points set in the edited data 452 (road piles 631, plus piles 641, as well as stakes, center piles, width piles, etc.). may be used).

In step S06, the control unit 41 receives the operator's input operation from the operation unit 43 and supports the surveying of the route. The control unit 41 causes the display unit 44 to display the edited route data 6' including the second staking point 64, and the first staking point 63 or the second staking point 64 on the starting point side of the route data 6'. The prism 31 is guided in order from (for example, the staking point of the route stake 631 with the smaller stake number). The control unit 41 displays the current prism 31 and the guiding target measuring setting point (the first measuring setting point 63 or the second measuring setting point 64) on the display unit 44, and displays the guiding target measuring setting point from the prism 31. Display the distance to As a result, the operator can easily move the prism 31 to the measurement setting point to be guided while checking the display section 44 .

When the operator who has performed the surveying at the surveying point to be guided inputs a surveying completion instruction through the operation unit 43, the control unit 41 switches the guided target to the next surveying setting point to be guided, and moves the prism 31. induce. Stake points that have been surveyed and points that have not yet been surveyed are separated by color (for example, the survey points that have been surveyed are displayed with green dots, The visibility can be improved by displaying the dots as red dots, etc.). The control unit 41 repeats the above processing for the survey setting points from the start point side to the end point side included in the route data 6′, and the operator completes survey setting for all the survey setting points from the operation unit 43. When the instruction is input, the survey setting support process for the route data 6' is terminated. Note that the control unit 41 may end the measurement setting support process for the route data 6 ′ even when the operator inputs an instruction to interrupt or end the measurement setting work from the operation unit 43 .

As described above, in this embodiment, the display unit 44 displays the design data 451 including the plurality of first measurement points 63, and the input unit (operation unit 43) selects the first measurement within an arbitrary range from the design data 451. A selection instruction to select the setting point 63 and an arrangement interval instruction to specify the arrangement interval of the second setting points 64 to be added between the selected first setting points 63 are received. A survey setting point editing method, a survey setting point editing device, and a survey setting including a configuration for creating edit data 452 by arranging second survey setting points 64 between survey setting points 63 at an arrangement interval designated by an arrangement interval instruction. A point variant program has been described. With such a configuration, for example, without performing a large-scale correction work such as re-editing the entire design data 451, it is possible to measure and set up appropriate intervals at necessary points such as curved sections of route surveying with simple operations. It is possible to flexibly respond to setting points. Therefore, it is possible to efficiently and appropriately measure.

Although the description of the embodiment of the present disclosure is finished above, the aspect of the present disclosure is not limited to this embodiment.

For example, in the present embodiment, the operation unit 43 receives a selection instruction to select the road pile 631 and an arrangement interval instruction to designate the arrangement interval of the plus piles 641 to be added between the selected road piles 631. is configured to accept settings from other input units, such as receiving and setting information on the selection instruction and arrangement interval instruction from the outside, or reading out and setting a profile containing preset selection instructions and arrangement interval instructions. may be

Further, in the present embodiment, an example in which the second staking point 64 is arranged with reference to the road pile 631 has been described, but piles other than the roadside pile may be arranged as the first staking point 63 as a reference. good. For example, the control unit 41 may include arbitrary stake points (starting point, ending point, etc. of a curved portion) as the first staking points 63 that can be selected in the selection instruction in step S05.

In addition, the survey setting point editing device, which has been described using the terminal 4 as an example, has been described as an example in which the operation unit 43 and the display unit 44 are provided in an integrated device. It may be configured separately. That is, the configuration including the functions of the operation unit 43 and the display unit 44 can be used as a survey setting point editing device.

Further, in the surveying support system 1 of the present embodiment, an example in which a total station is used as the surveying device 2 has been described, but a GNSS (Global Navigation Satellite System) receiving device may be used as the surveying device 2. . In this case, the operator can move the GNSS receiver to confirm the survey setting point.

Further, the processing of steps S01 to S06 described in the present embodiment may be automatically processed collectively by the control unit 41 in a plurality of steps.

1 Stakeout support system 2 Surveying device 3 Pin pole 4 Terminal 6 Route data 6' Route data 21 Main unit 22 Telescope unit 23 Leg unit 31 Prism 41 Control unit 42 Communication unit 43 Operation unit 44 Display unit 45 Storage unit 51 Stakeout route setting Screen 52 Main setting screen 53 Detailed setting screen 54 Stakeout point display screen 61 Straight section 62 Curved section 63 First staking point 64 Second staking point 201 Communication section 202 Storage section 203 Display section 204 Operation section 205 Horizontal rotation drive Unit 206 Vertical rotation drive unit 207 Distance measurement unit 208 Tracking light transmission/reception unit 209 Horizontal angle detection unit 210 Vertical angle detection unit 211 Control unit 451 Design data 452 Edit data 453 Survey setting support program 454 Survey setting point editing program 631 Road pile 631 _n line pile 632 center pile 633 width pile 641 plus pile 631 ₄ line pile 631 ₅ line pile 631 ₁₇ line pile 631 ₁₈ line pile D1 line direction D _A section D _B section

Claims

A staking point editing method in a staking point editing device including a display unit and an input unit,
a step of displaying design data including a plurality of first staking points on the display unit;
Through the input unit, a selection instruction to select the first staking points in an arbitrary range from the design data and an arrangement interval of the second staking points to be added between the selected first staking points are specified. receiving an arrangement interval instruction;
a step of arranging the second staking points at the arrangement intervals specified by the arrangement interval instruction between the first staking points selected by the selection instruction to create edited data;
Stakeout point editing method, including
the plurality of first staking points includes a start point and an end point;
In the step of creating the edited data, the second staking point is arranged at the specified arrangement interval from the first staking point on the starting point side.
The method for editing survey setting points according to claim 1.
2. In the step of creating the edited data, the second staking points are arranged in a section between the adjacent first staking points by a quotient obtained by dividing the distance of the section by the arrangement interval. Stakeout point editing method described in .
The design data is route data,
The arrangement interval instruction is performed with respect to the route length at the center line of the route data,
The first staking point is a staking point for a road pile,
wherein the second stake point is a plus stake stake point;
The survey setting point editing method according to any one of claims 1 to 3.
The method of editing a survey setting point according to any one of claims 1 to 4, wherein the first survey setting point includes a survey setting point of a stake.
a display unit capable of displaying design data including a plurality of first staking points;
a selection instruction for selecting the first staking points in an arbitrary range from the design data; and an arrangement interval instruction for specifying an arrangement interval of the second staking points to be added between the selected first staking points. an input unit that accepts
a control unit for creating edit data by arranging the second staking points at the arrangement intervals specified by the arrangement interval instruction between the first staking points selected by the selection instruction;
Stakeout point editor.
A survey point editing program comprising:
a step of displaying design data including a plurality of first staking points on a display unit;
A selection instruction to select the first staking points in an arbitrary range from the design data and an arrangement to specify the arrangement interval of the second staking points to be added between the selected first staking points by the input unit. receiving a spacing instruction;
a step of arranging the second staking points at the arrangement intervals specified by the arrangement interval instruction between the first staking points selected by the selection instruction to create edited data;
Stakeout point editing program for executing on a computer.