JPS5953486B2 - flat plate surveying device - Google Patents

flat plate surveying device

Info

Publication number
JPS5953486B2
JPS5953486B2 JP7258381A JP7258381A JPS5953486B2 JP S5953486 B2 JPS5953486 B2 JP S5953486B2 JP 7258381 A JP7258381 A JP 7258381A JP 7258381 A JP7258381 A JP 7258381A JP S5953486 B2 JPS5953486 B2 JP S5953486B2
Authority
JP
Japan
Prior art keywords
scale
parallel
straight line
flat
surveying
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired
Application number
JP7258381A
Other languages
Japanese (ja)
Other versions
JPS57187614A (en
Inventor
厳男 水摩
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Individual
Original Assignee
Individual
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Individual filed Critical Individual
Priority to JP7258381A priority Critical patent/JPS5953486B2/en
Publication of JPS57187614A publication Critical patent/JPS57187614A/en
Publication of JPS5953486B2 publication Critical patent/JPS5953486B2/en
Expired legal-status Critical Current

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Classifications

    • GPHYSICS
    • G01MEASURING; TESTING
    • G01CMEASURING DISTANCES, LEVELS OR BEARINGS; SURVEYING; NAVIGATION; GYROSCOPIC INSTRUMENTS; PHOTOGRAMMETRY OR VIDEOGRAMMETRY
    • G01C15/00Surveying instruments or accessories not provided for in groups G01C1/00 - G01C13/00

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  • Physics & Mathematics (AREA)
  • Engineering & Computer Science (AREA)
  • General Physics & Mathematics (AREA)
  • Radar, Positioning & Navigation (AREA)
  • Remote Sensing (AREA)
  • Length-Measuring Instruments Using Mechanical Means (AREA)
  • A Measuring Device Byusing Mechanical Method (AREA)

Description

【発明の詳細な説明】 本発明は平板測量装置に関する。[Detailed description of the invention] The present invention relates to a flat plate surveying device.

更に詳細には本発明は平板測量機械と直角ポールの組合
せからなる平板測量装置に関する。
More particularly, the present invention relates to a flat surveying device comprising a combination of a flat surveying machine and a right angle pole.

従来、測量はテープを使用して原点と測定点間の距離を
実測していた。
Traditionally, surveyors used tape to measure the distance between the origin and the measurement point.

しかし原点と測定点間に例えば池沼等の障害物があると
テープの使用が困難であったり、障害物が例えば凹凸の
場合はそれによる誤差が入り、又風力によりテープが真
直ぐに張れない等の欠点があった。
However, if there is an obstacle between the origin and the measurement point, such as a pond, it may be difficult to use the tape, or if the obstacle is uneven, it may cause errors, or wind force may prevent the tape from being stretched straight. There were drawbacks.

本発明者はテープを使用しない測量装置の開発を企図し
、本発明を達成した。
The present inventor intended to develop a surveying device that does not use tape, and accomplished the present invention.

本発明の目的は、新規な平板測量装置を提供するにある
An object of the present invention is to provide a novel flat surveying device.

本発明は、2個の標識を短軸及び長軸のそれぞれの端部
に設け、上記長軸上に円水準器を設け、上記短軸上にア
リダード又は望遠鏡を設け、上記長軸と短軸の屈折部下
刃に垂直に取付けられる円筒脚を設は且つ長軸下方に折
畳み式支持脚を設けたL字形直角ポールと、矩形状基板
の長辺に沿って又は上記長辺に平行に原点を通る基線を
設け、上記標識の上記ポールの長軸上への投影長さに測
量に使用される所定の縮尺を乗じて得た長さを隔てて基
線に平行な直線を上記基板上に設け、上記原点を通り上
記基線に直交する直線と上記平行直線との交点を基点と
して上記平行直線上に上記縮尺の目盛を施し、且つ上記
基線の原点を枢軸としだ回動指針を上記基板上に設け、
上記指針上にアリダード又は望遠鏡を設けた平板測量機
械との組合せからなることを特徴とする平板測量装置で
ある。
The present invention provides two markers at each end of the short axis and the long axis, a circular level on the long axis, an alidade or a telescope on the short axis, and the long axis and the short axis. An L-shaped right-angled pole is provided with a cylindrical leg attached perpendicularly to the lower refracting edge of the refracting blade, and a folding support leg is provided below the long axis, and the origin is set along the long side of the rectangular substrate or parallel to the long side. providing a baseline along which the marker passes, and providing a straight line parallel to the baseline on the substrate at a distance obtained by multiplying the projected length of the sign onto the long axis of the pole by a predetermined scale used for surveying; A scale of the reduced scale is provided on the parallel straight line with the intersection of a straight line passing through the origin and orthogonal to the base line and the parallel straight line as a base point, and a rotation pointer is provided on the board with the origin of the base line as a pivot point. ,
This is a flat plate surveying device characterized in that it is combined with a flat plate surveying machine having an alidade or a telescope on the above-mentioned pointer.

次に本発明を図面によって詳細に説明する。Next, the present invention will be explained in detail with reference to the drawings.

第1図及び第2図は本発明に係るL字形直角ポール1で
ある。
1 and 2 show an L-shaped right-angled pole 1 according to the present invention.

第1図においてL字形直角ポール1は組合せ式の第1ポ
ール部材1aと第2ポール部材1bからなり、第1ポー
ル部材1aはL字形に直角に屈曲しており、短軸2の上
方にはアリダード5を起倒自在に設けである。
In FIG. 1, the L-shaped right-angled pole 1 consists of a combination type first pole member 1a and second pole member 1b, the first pole member 1a is bent at right angles in the L shape, and The alidade 5 is provided so that it can be raised and lowered freely.

短軸2の端部には標識Mが蝶着しである。A marker M is hinged to the end of the short shaft 2.

又長軸3と短軸2の屈曲部の下方に脚孔6aが設けてあ
り、上記脚孔に円筒膜6を下向きに垂直に立てることが
できる。
Further, leg holes 6a are provided below the bent portions of the long axis 3 and the short axis 2, and the cylindrical membrane 6 can be vertically erected downward in the leg holes.

長軸3の一部をなす第2ポール部材1bの先端近くには
標識Nが回転自在に取付けられている。
A mark N is rotatably attached near the tip of the second pole member 1b forming a part of the long axis 3.

その他端部には第1ポール部材1aの端部と係合するた
めの嵌合金具9が固定されている。
A fitting fitting 9 for engaging with the end of the first pole member 1a is fixed to the other end.

長軸3の上方には同水準器4が設けてあり、又下方には
蝶番8により折畳み式支持脚7が起倒自在に蝶着されて
いる。
A leveler 4 is provided above the long shaft 3, and a foldable support leg 7 is hinged below with a hinge 8 so as to be able to rise and fall.

第2図は使用のため第1ポール部材1aと第2ポール部
材1bを嵌合金具9によって組立てた状態を示す。
FIG. 2 shows the state in which the first pole member 1a and the second pole member 1b are assembled by a fitting fitting 9 for use.

この図では標識M、 Nはそれぞれ短軸2及び長軸3の
端部に測量のため立てられている。
In this figure, markers M and N are erected at the ends of the minor axis 2 and major axis 3, respectively, for surveying purposes.

標識Mを短軸2の先端部に設ける代りに、標識Mを短軸
2の基端部に当る直角屈折部に、起立した状態において
起立した標識Nと同一平面内にあるように回動自在に設
けることもできる。
Instead of providing the marker M at the tip of the short shaft 2, the marker M is placed at the right angle bending part corresponding to the base end of the short shaft 2, so that it can be freely rotated so that it is in the same plane as the upright marker N. It can also be provided in

使用状態では直角ポール1を、円筒膜6及び支持脚7を
用いて且つ同水準器4により水平に保持する。
In use, the right-angled pole 1 is held horizontally by means of the cylindrical membrane 6 and the support legs 7 and by the level 4.

長軸3上に投影したM、 N間の距離は2500mmが
好適である。
The distance between M and N projected onto the long axis 3 is preferably 2500 mm.

第3図及び第4図は本発明に係る平板測量機械10で、
基板11上の回動指針13上にそれぞれアリダード、望
遠鏡5が取付けられている。
3 and 4 show a flat plate surveying machine 10 according to the present invention,
An alidade and a telescope 5 are mounted on the rotating pointer 13 on the base plate 11, respectively.

第3図の例では、矩形状基板11の長辺12に沿って原
点pを通る基線pyが設けである。
In the example of FIG. 3, a base line py passing through the origin p is provided along the long side 12 of the rectangular substrate 11.

第4図の例では基線pyは長辺12から僅かに離間して
上記長辺に平行に設けである。
In the example of FIG. 4, the base line py is provided slightly apart from the long side 12 and parallel to the long side.

L字形直角ポール1に取付けた標識M、 Nの長軸3上
への投影長さが、例えば2500mmであり、測量に望
まれる縮尺が17250である場合、が投影長さに縮尺
を乗じて得た長さである。
If the projected length of the markers M and N attached to the L-shaped right-angled pole 1 onto the long axis 3 is, for example, 2500 mm, and the desired scale for surveying is 17250 mm, then the projected length is multiplied by the scale. length.

基板11上に基線pyに平行な直線p1y1を上記基線
から10mm隔てて設ける。
A straight line p1y1 parallel to the base line py is provided on the substrate 11 at a distance of 10 mm from the base line.

そして原点pを通り基線pyに直交する直線pxと直線
p1y1の交点p□を基点として1/250の縮尺目盛
を直線p1y1に施す。
Then, a scale scale of 1/250 is applied to the straight line p1y1 using the intersection point p□ of the straight line px passing through the origin p and perpendicular to the base line py and the straight line p1y1 as a base point.

望まれる縮尺が17100である場合、 が投影長さに縮尺を乗じて得た長さである。If the desired scale is 17100, is the length obtained by multiplying the projected length by the scale.

従って基板11上に基線pyに平行な直線p2y2を基
線pyから25mm隔てて設ける。
Therefore, a straight line p2y2 parallel to the base line py is provided on the substrate 11 at a distance of 25 mm from the base line py.

そして直線p2y2上に17100の縮尺目盛を施す。Then, a scale scale of 17100 is applied on the straight line p2y2.

同様に望まれる縮尺が1750である場合、が得られ、
基板11上に基線pyに平行な直線p3y3を上記基線
から50mm隔てて設け、直線p3V3上に1750の
縮尺目盛を施す。
Similarly, if the desired scale is 1750, we get
A straight line p3y3 parallel to the base line py is provided on the substrate 11 at a distance of 50 mm from the base line, and a scale scale of 1750 is provided on the straight line p3V3.

同様に、図示しないが、望まれる縮尺が1725である
場合、100mmが得られ、基板11上に基線pyに平
行な直線p4Y4を基線pyから100mm隔てて設け
、直線p4y4上に1725の縮尺目盛を施す。
Similarly, although not shown, if the desired scale is 1725, 100 mm is obtained, a straight line p4Y4 parallel to the base line py is provided on the substrate 11 at a distance of 100 mm from the base line py, and a scale scale of 1725 is placed on the straight line p4y4. give

このようにして、望ましい縮尺目盛を基板11上の平行
直線p1y1.p2y2.p3y3・・・・・・・・・
に施せば本発明に係る平板測量機械が完成する。
In this way, the desired scale scale is set to the parallel straight line p1y1. p2y2. p3y3・・・・・・・・・
When this is done, the flat plate surveying machine according to the present invention is completed.

図中15は望ましい場合測量結果を確認するための角度
目盛である。
In the figure, numeral 15 is an angular scale for checking the survey results if desired.

本発明の平板測量装置を第3図及び第5図によって説明
する。
The flat plate surveying device of the present invention will be explained with reference to FIGS. 3 and 5.

第5図においてplylは平板測量機械10の上に上述
の如く設けられた基線pyに平行な平行直線である。
In FIG. 5, plyl is a parallel straight line parallel to the base line py provided on the flat surveying machine 10 as described above.

又この図の例では標識M、 NのL字形直角ポー′ル1
の長軸3上への投影長さはMlNでこの例では2500
mmである。
In addition, in the example of this figure, the L-shaped right angle pole 1 with the marks M and N
The projected length onto the major axis 3 is MlN, which is 2500 in this example.
It is mm.

基線pyと平行直線p1y1の距離は望ましい縮尺が1
/250の場合10mmである。
The distance between the base line py and the parallel line p1y1 has a desirable scale of 1.
/250, it is 10 mm.

先ず測量者は測定点M1と原点pを定め測定点M1上に
円筒膜6が一致するようにL字形直角ポール1を折畳み
式支持脚7を立てて同水準器4により水平に上記ポール
を保持し、短軸2上の例えばアリダード5によって原点
pを規準する。
First, the surveyor determines the measurement point M1 and the origin p, holds the L-shaped right-angled pole 1 with the foldable support leg 7 upright, and holds the pole horizontally using the level 4 so that the cylindrical membrane 6 is aligned with the measurement point M1. Then, the origin p is referenced by, for example, an alidade 5 on the minor axis 2.

この場合上記ポールの短軸2と長軸3は直角をなしてい
るので、pMlに対してMlNは直角であり、pMlN
は直角三角形である。
In this case, the short axis 2 and long axis 3 of the pole are at right angles, so MlN is perpendicular to pMl, and pMlN
is a right triangle.

次に平板測量機械10の回動指針13の左端縁を矩形状
基板11の長辺12の端縁と一致させて上記機械のアリ
ダード14によって測定点M1を規準する。
Next, the left edge of the rotary pointer 13 of the flat surveying machine 10 is aligned with the edge of the long side 12 of the rectangular substrate 11, and the measuring point M1 is determined by the alidade 14 of the machine.

次に上記基板を固定して、回動指針13のみを右に回動
して標識Nに一致させる。
Next, the substrate is fixed, and only the rotating pointer 13 is rotated to the right to match the mark N.

直角三角形pM1Nにおいてrlは回動指針13と平行
直線p1y1との交点であり、rはrlから基線py上
に下した垂線との交点である。
In the right triangle pM1N, rl is the intersection of the rotation pointer 13 and the parallel straight line p1y1, and r is the intersection of the perpendicular line drawn from rl onto the base line py.

従って直角三角形pM1Nとprrlは相似三角形であ
り、且つ直角三角形prr1=直角三角形r1p1pで
あり、rrlはMlNが2500mm テあるのに10
mmであり、且つplylは1/250の縮尺で1盛が
施されているので縮尺目盛でplrtを読めば直ちにp
Mlの距離を読めることになる。
Therefore, right triangles pM1N and prrl are similar triangles, and right triangle prr1 = right triangle r1p1p, and rrl is 10 even though MlN is 2500 mm te.
mm, and plyl is scaled by 1/250, so if you read plrt on the scale scale, you will immediately get plrt.
You can read the distance of Ml.

他の縮尺目盛を施したp2y2.1)aVa、 1)4
Y4を用いれば縮尺の比率が大きくなるのでより精密な
読みを取ることができる。
p2y2.1)aVa, 1)4 with other scales
If Y4 is used, the scale ratio will be larger, so more precise readings can be taken.

本発明の平板測量機械10は、角度目盛15を備えてい
るので、望ましい場合縮尺目盛を計算により確かめるこ
ともできる。
The flat surveying machine 10 of the invention is equipped with an angular graduation 15 so that the scale graduation can also be ascertained by calculation if desired.

例えば測定時の角度目盛15の読みがhである場合、原
点pと測定点M1間の距離pM1は、pM1=2500
mmXtan (9Q°−h)となるので縮尺目盛によ
る読みを検討することができる。
For example, if the reading of the angle scale 15 during measurement is h, the distance pM1 between the origin p and the measurement point M1 is pM1 = 2500
mm

本発明によれば、下記の効果がある。According to the present invention, there are the following effects.

■ 交通量の多い所又は中間に池沼等の障害物がある場
所でも測量用テープを使用することを要しないので測距
が容易に行える。
■ It is not necessary to use a surveying tape, making distance measurement easy even in areas with heavy traffic or where there are obstacles such as ponds or marshes.

■ テープを使用しないからテープ誤差を考える必要が
ない。
■ Since no tape is used, there is no need to consider tape errors.

■ テープを使用しないのでそれによる誤読がない。■ Since no tape is used, there are no misreadings caused by it.

■ テープを使用しないので風力、凹凸による誤差が入
らない。
■ Since no tape is used, there are no errors caused by wind force or unevenness.

【図面の簡単な説明】[Brief explanation of the drawing]

第1図は本発明に係るL字形直角ポールを分解して示す
斜視図、第2図は同じく組立てて示す斜視図、第3図は
本発明に係る平板測量機械の1例斜視図、第4図は同じ
く他の1例斜視図、第5図は本発明平板測量装置の原理
及び使用法を示す概念図である。 1・・・・・・L字形直角ポール、1a・・・・・・第
1ポール部材、1b・・・・・・第2ポール部材、2・
・・・・・短軸、3・・・・・・長軸、4・・・・・・
円水準器、5・・・・・・アリダード、望遠鏡、6・・
・・・・円筒胴、6a・・・・・・脚孔、7・・・・・
・折畳み式支持脚、8・・・・・・蝶番、9・・・・・
・嵌合金具、10・・・・・・平板測量機械、11・・
・矩形状基板、12・・・・・・長辺、13・・・・・
・回動指針、14・・・・・・アリダード、望遠鏡、1
5・・・・・・角度目盛、M・・・・・・標識、Ml・
・・・・・測定点、N・・・・・・標識、p・・・・・
・原点、px・・・・・・原点を通り基線に直交する直
線、py・・・・・・基線、pl、p2.p3.p4・
・・・・・基点、p13’l、 p2’l’2゜1)a
Ya、p43’4・・・・・・基線に平行な直線、px
・・・・・・pを通る基線に対する直交線、rl・・・
・・・回動指針と直線p1y1との交点、r・・・・・
・基線pyとrlを通る垂線との交点、y・・・・・・
原点を通る基線上の点、yl、y2゜y3.y4・・・
・・・各平行線上の点。
FIG. 1 is an exploded perspective view of an L-shaped right-angle pole according to the present invention, FIG. 2 is an assembled perspective view of the same, FIG. 3 is a perspective view of an example of a flat plate surveying machine according to the present invention, and FIG. The figure is a perspective view of another example, and FIG. 5 is a conceptual diagram showing the principle and usage of the flat plate surveying device of the present invention. 1...L-shaped right angle pole, 1a...first pole member, 1b...second pole member, 2...
...Short axis, 3...Long axis, 4...
Circular level, 5...Alidade, telescope, 6...
...Cylindrical body, 6a...Leg hole, 7...
・Foldable support legs, 8...Hinges, 9...
・Fitting metal tool, 10... Flat plate surveying machine, 11...
・Rectangular board, 12...Long side, 13...
・Rotating pointer, 14...Alidade, telescope, 1
5... Angle scale, M... Sign, Ml.
...Measurement point, N...Mark, p...
・Origin, px... A straight line passing through the origin and orthogonal to the baseline, py... Baseline, pl, p2. p3. p4・
...Base point, p13'l, p2'l'2゜1)a
Ya, p43'4... straight line parallel to the base line, px
・・・・・・Orthogonal line to the base line passing through p, rl...
...The intersection point of the rotation pointer and the straight line p1y1, r...
・Intersection of base line py and perpendicular line passing through rl, y...
Points on the baseline passing through the origin, yl, y2°y3. y4...
...points on each parallel line.

Claims (1)

【特許請求の範囲】 12個の標識を短軸及び長軸のそれぞれの端部に設け、
上記長軸上に円水準器を設け、上記短軸上にアリダード
又は望遠鏡を設け、上記長軸と短軸の屈折部下刃に垂直
に取付けられる円筒脚を設は且つ長軸下方に折畳み式支
持脚を設けたL字形直角ポールと、矩形状基板の長辺に
沿って又は上記長辺に平行に原点を通る基線を設け、上
記標識の上記ポールの長軸上への投影長さに測量に使用
される所定の縮尺を乗じて得た長さを隔てて基線に平行
な直線を上記基板上に設け、上記原点を通り上記基線に
直交する直線と上記平行直線との交点を基点として上記
平行直線上に上記縮尺の目盛を施し、且つ上記基線の原
点を枢軸としだ回動指針を上記基板上に設け、上記指針
上にアリダード又は望遠鏡を設けた平板測量機械との組
合せからなることを特徴とする平板測量装置。 2 L字形直角ポールの2個の標識の長軸への投影距離
が2500mmであることを特徴とする特許請求の範囲
第1項記載の平板測量装置。 3 平板測量機械の基板上の基線に平行な直線に1/2
50.1/100.1150及び1/25の縮尺目盛を
施してなることを特徴とする特許請求の範囲第1項記載
の平板測量装置。
[Claims] Twelve markers are provided at each end of the short axis and the long axis,
A circular level is provided on the long axis, an alidade or telescope is provided on the short axis, and a cylindrical leg is installed perpendicularly to the refractive lower cutting edge of the long and short axes, and a foldable support is provided below the long axis. An L-shaped right-angled pole with legs and a base line passing through the origin along the long side of the rectangular board or parallel to the long side, and the projection length of the sign onto the long axis of the pole is used for surveying. A straight line parallel to the base line is provided on the substrate with a length obtained by multiplying by the predetermined scale used, and the parallel line is set at the intersection of the parallel line and the straight line passing through the origin and perpendicular to the base line. It is characterized by a combination with a flat surveying machine in which a scale of the scale mentioned above is provided on a straight line, a rotary pointer is provided on the substrate with the origin of the base line as the axis, and an alidade or a telescope is provided on the pointer. A flat plate surveying device. 2. The flat surveying device according to claim 1, wherein the projection distance of the two markers of the L-shaped right angle pole to the long axis is 2500 mm. 3 1/2 on a straight line parallel to the base line on the board of the flat surveying machine
2. The flat plate surveying device according to claim 1, wherein the flat surveying device is provided with scale graduations of 50.1/100.1150 and 1/25.
JP7258381A 1981-05-13 1981-05-13 flat plate surveying device Expired JPS5953486B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP7258381A JPS5953486B2 (en) 1981-05-13 1981-05-13 flat plate surveying device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP7258381A JPS5953486B2 (en) 1981-05-13 1981-05-13 flat plate surveying device

Publications (2)

Publication Number Publication Date
JPS57187614A JPS57187614A (en) 1982-11-18
JPS5953486B2 true JPS5953486B2 (en) 1984-12-25

Family

ID=13493539

Family Applications (1)

Application Number Title Priority Date Filing Date
JP7258381A Expired JPS5953486B2 (en) 1981-05-13 1981-05-13 flat plate surveying device

Country Status (1)

Country Link
JP (1) JPS5953486B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS61211794A (en) * 1985-03-17 1986-09-19 富士通株式会社 Vending machine

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS61211794A (en) * 1985-03-17 1986-09-19 富士通株式会社 Vending machine

Also Published As

Publication number Publication date
JPS57187614A (en) 1982-11-18

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