JPH09287950A - Ground surveying instrument - Google Patents

Ground surveying instrument

Info

Publication number
JPH09287950A
JPH09287950A JP12252396A JP12252396A JPH09287950A JP H09287950 A JPH09287950 A JP H09287950A JP 12252396 A JP12252396 A JP 12252396A JP 12252396 A JP12252396 A JP 12252396A JP H09287950 A JPH09287950 A JP H09287950A
Authority
JP
Japan
Prior art keywords
arm
height
horizontal distance
plumb bob
surveying instrument
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.)
Withdrawn
Application number
JP12252396A
Other languages
Japanese (ja)
Inventor
Kazuhiro Yamamoto
和弘 山本
Hideaki Takahashi
英明 高橋
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.)
Sumitomo Forestry Co Ltd
Original Assignee
Sumitomo Forestry Co Ltd
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 Sumitomo Forestry Co Ltd filed Critical Sumitomo Forestry Co Ltd
Priority to JP12252396A priority Critical patent/JPH09287950A/en
Publication of JPH09287950A publication Critical patent/JPH09287950A/en
Withdrawn legal-status Critical Current

Links

Abstract

PROBLEM TO BE SOLVED: To make it possible to measure the height and the horizontal distance of the ground efficiently by a single worker. SOLUTION: A ground surveying instrument 1 is constituted of a support saddle 2 provided on the ground uprightly, a freely expandable arm 3, which is bonded to the support saddle 2 by a hinge so as to maintain the right angle, a plumb bob 4, which is suspended from the vicinity of the tip of the freely expandable arm 3 so that the height can be freely adjusted, a horizontal-distance measuring means 6, which measures the horizontal distance from the suspending position of the plumb bob 4 to the above described support saddle 2, and a height measuring means 5, which measures the height of the suspension of the plumb bob 4.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【発明の属する技術分野】本発明は、地盤の所定位置に
おける基準面からの高さや敷地境界線等からの水平距離
を測定する地盤測量具に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a ground surveying instrument for measuring the height of a ground at a predetermined position from a reference plane and the horizontal distance from a site boundary line.

【0002】[0002]

【従来の技術】建物の基礎工事を行うにあたっては、基
礎が設置される地盤位置の高さを敷地内あるいは敷地近
傍に設定されたベンチマークを基準として予め測定する
とともに、隣地境界や道路境界等からの水平距離につい
ても予め測定しておく必要がある。
2. Description of the Related Art When performing a foundation work for a building, the height of the ground position where the foundation is installed is measured in advance based on a benchmark set on the site or in the vicinity of the site. It is also necessary to measure the horizontal distance in advance.

【0003】ここで、地盤高さの測定については、自動
レベル等を用いた水準測量の手法で行われる。すなわ
ち、一人が異なる2点において標尺を立て、他の一人が
自動レベル等で標尺を視準し、その読みの差を地盤高さ
とする。一方、水平距離の測定については、一人が巻尺
の先端を境界線に当て、もう一人が測定点で巻尺の目盛
りを読むという手順で行われる。
Here, the ground height is measured by a leveling method using an automatic level or the like. That is, one person sets up the staff at two different points, the other person collimates the staff at an automatic level, etc., and the difference in reading is taken as the ground height. On the other hand, for measuring the horizontal distance, one person applies the tip of the tape measure to the boundary line, and the other reads the scale of the tape measure at the measuring point.

【0004】[0004]

【発明が解決しようとする課題】しかしながら、いずれ
の測定についても少なくとも2名の作業員が必要とな
り、非常に不便であるという問題を生じていた。また、
水平距離の測定においてベンチマークと測定位置との間
に高低がある場合、境界線上に予め水糸を張らねばなら
ず、作業に時間がかかるという問題も生じていた。
However, at least two workers are required for any measurement, which is very inconvenient. Also,
In the measurement of the horizontal distance, if there is a height between the benchmark and the measurement position, a water thread must be stretched on the boundary line in advance, which causes a problem that the work takes time.

【0005】本発明は、上述した事情を考慮してなされ
たもので、一人の作業員で地盤高さや水平距離を効率よ
く測定可能な地盤測量具を提供することを目的とする。
The present invention has been made in view of the above circumstances, and an object of the present invention is to provide a ground surveying instrument capable of efficiently measuring the ground height and the horizontal distance by one worker.

【0006】[0006]

【課題を解決するための手段】上記目的を達成するた
め、本発明の地盤測量具は請求項1に記載したように、
地盤に立設される支持脚と、該支持脚に直角を保持でき
るようにヒンジ接合された伸縮自在アームと、該伸縮自
在アームの先端近傍から高さ調整自在に吊り下げられた
下げ振りと、該下げ振りの吊下げ位置から前記支持脚ま
での水平距離を測定する水平距離測定手段とから構成し
たものである。
In order to achieve the above object, the ground surveying instrument of the present invention has the following features.
A support leg that is erected on the ground, a telescopic arm that is hinge-joined to the support leg so that it can hold a right angle, and a plumb bob that is suspended from the vicinity of the tip of the telescopic arm so that the height can be adjusted. The horizontal distance measuring means measures the horizontal distance from the hanging position of the plumb bob to the supporting leg.

【0007】また、本発明の地盤測量具は、前記伸縮自
在アームを、複数の腕部材を入れ子継手で接合して構成
し、前記水平距離測定手段を、前記腕部材のうち、前記
支持脚に連結された腕部材に所定のリールを内蔵して該
リールから引き出された巻尺の端部を前記腕部材のう
ち、先端に配置された腕部材に固定するとともに、前記
支持脚に連結された腕部材に形成された表示窓を通して
前記巻尺の目盛りを読み取り可能に構成したものであ
る。
Further, in the ground surveying instrument of the present invention, the telescopic arm is constructed by joining a plurality of arm members with a nest joint, and the horizontal distance measuring means is attached to the supporting leg of the arm members. An arm connected to the supporting leg while fixing a predetermined reel in the connected arm member and fixing the end of the tape measure pulled out from the reel to the arm member arranged at the tip of the arm member. The scale of the tape measure can be read through a display window formed in the member.

【0008】また、本発明の地盤測量具は、前記伸縮自
在アームを、複数の腕部材を入れ子継手で接合して構成
し、前記水平距離測定手段を前記腕部材に目盛りを付し
て構成したものである。
In the ground surveying instrument of the present invention, the telescopic arm is constructed by joining a plurality of arm members with a nesting joint, and the horizontal distance measuring means is constructed by grading the arm members. It is a thing.

【0009】また、本発明の地盤測量具は、前記下げ振
りの吊下げ高さを測定する高さ測定手段を備えたもので
ある。
Further, the ground surveying instrument of the present invention comprises height measuring means for measuring the hanging height of the plumb bob.

【0010】また、本発明の地盤測量具は、前記高さ測
定手段を、前記腕部材のうち、先端に配置された腕部材
に所定のリールを内蔵して該リールから引き出された巻
尺の端部を前記下げ振りに固定するとともに、前記腕部
材に形成された表示窓を通して前記巻尺の目盛りを読み
取り可能に構成したものである。
Further, in the ground surveying instrument of the present invention, the height measuring means includes an end of a tape measure drawn out from the reel in which a predetermined reel is built in the arm member arranged at the tip of the arm members. The scale is fixed to the plumb bob and the scale of the tape measure can be read through a display window formed in the arm member.

【0011】また、本発明の地盤測量具は、前記支持脚
の長さを可変に構成するとともにその長さを測定する脚
長測定手段を備えたものである。
Further, the ground surveying instrument of the present invention comprises a leg length measuring means for variably configuring the length of the support leg and for measuring the length.

【0012】また、本発明の地盤測量具は、前記伸縮自
在アームとは反対の側に着脱自在に連結される第2の伸
縮自在アームと、該第2の伸縮自在アームの先端近傍か
ら高さ調整自在に吊り下げられた第2の下げ振りと、該
第2の下げ振りの吊下げ位置から前記支持脚までの水平
距離を測定する第2の水平距離測定手段とを備えたもの
である。
Further, the ground surveying instrument of the present invention comprises a second telescopic arm detachably connected to the side opposite to the telescopic arm, and a height from the vicinity of the tip of the second telescopic arm. It is provided with a second plumb bob which is hangably adjusted, and a second horizontal distance measuring means for measuring a horizontal distance from the hanging position of the second plumb bob to the support leg.

【0013】本発明の地盤測量具を用いて境界からの水
平距離を測定するには、まず、支持脚を地盤の測定地点
に鉛直に立設するとともに、伸縮自在アームを起こして
水平に保持し、次いで、下げ振りがちょうど境界上にく
るように、下げ振りの高さを調整するとともに伸縮自在
アームを水平に伸縮する。そして、下げ振りの吊下げ位
置から支持脚までの長さを水平距離測定手段を用いて測
定し境界からの水平距離とする。
In order to measure the horizontal distance from the boundary using the ground surveying instrument of the present invention, first, the supporting leg is erected vertically at the measurement point of the ground, and the telescopic arm is raised and held horizontally. Then, adjust the height of the plumb bob so that the plumb bob is just on the boundary, and extend and retract the telescopic arm horizontally. Then, the length from the hanging position of the plumb bob to the support leg is measured by using the horizontal distance measuring means and is set as the horizontal distance from the boundary.

【0014】ここで、水平距離測定手段を、支持脚に連
結された腕部材に所定のリールを内蔵して該リールから
引き出された巻尺の端部を先端に配置された腕部材に固
定するとともに、支持脚に連結された腕部材に形成され
た表示窓を通して巻尺の目盛りを読み取りできるように
構成した場合、該表示窓に表示された数値がそのまま境
界から測定点までの水平距離となる。
Here, the horizontal distance measuring means has a predetermined reel built in the arm member connected to the support leg, and the end of the tape measure pulled out from the reel is fixed to the arm member arranged at the tip. When the scale of the tape measure can be read through the display window formed on the arm member connected to the support leg, the numerical value displayed on the display window is the horizontal distance from the boundary to the measurement point.

【0015】また、水平距離測定手段を腕部材に目盛り
を付して構成した場合、隣接する腕部材に対する各腕部
材の相対移動距離を読み取り、それらの数値を支持脚に
連結された腕部材自体の長さとともに合計して境界から
の水平距離とする。
Further, when the horizontal distance measuring means is constituted by calibrating the arm members, the relative movement distance of each arm member with respect to the adjacent arm member is read and those numerical values are connected to the supporting leg itself. The horizontal distance from the boundary is added together with the length of.

【0016】一方、ベンチマークからの高低を測定する
には、下げ振りがちょうどベンチマーク上にくるように
伸縮自在アームを水平に伸縮するとともに、下げ振りの
高さを調整する。そして、下げ振りの吊下げ高さから支
持脚の長さを差し引いてベンチマークからの地盤高さと
する。
On the other hand, in order to measure the height from the benchmark, the telescopic arm is horizontally extended and contracted so that the plumb bob is exactly on the benchmark, and the height of the plumb bob is adjusted. Then, the length of the support leg is subtracted from the hanging height of the plumb bob to obtain the ground height from the benchmark.

【0017】下げ振りの高さは、伸縮自在アームの先端
と下げ振り下端との間にスケールを当てれば測定するこ
とができるが、下げ振りの吊下げ高さを測定する高さ測
定手段を備えた場合には、測定された値から支持脚の長
さを差し引くことによって地盤高さを容易に知ることが
できる。
The height of the plumb bob can be measured by applying a scale between the tip of the telescopic arm and the lower end of the plumb bob, but a height measuring means for measuring the hanging height of the plumb bob is provided. In this case, the ground height can be easily known by subtracting the length of the supporting leg from the measured value.

【0018】ここで、高さ測定手段を、先端に配置され
た腕部材に所定のリールを内蔵して該リールから引き出
された巻尺の端部を下げ振りに固定するとともに、腕部
材に形成された表示窓を通して巻尺の目盛りを読み取る
ように構成した場合、該表示窓に表示された数値がその
まま下げ振りの吊下げ高さとなる。
Here, the height measuring means is formed on the arm member while a predetermined reel is built into the arm member arranged at the tip and the end of the tape measure drawn from the reel is fixed by swinging down. When the scale of the tape measure is read through the display window, the numerical value displayed on the display window becomes the hanging height of the plumb bob.

【0019】また、支持脚の長さを可変に構成するとと
もにその長さを測定する脚長測定手段を備えた場合に
は、高さ測定手段で測定された下げ振りの吊下げ高さか
ら脚長測定手段で測定された脚長を差し引くことによっ
て地盤高さを容易に知ることができる。
Further, when the length of the supporting leg is variably configured and the leg length measuring means for measuring the length is provided, the leg length is measured from the hanging height of the plumb bob measured by the height measuring means. The ground height can be easily known by subtracting the leg length measured by the means.

【0020】伸縮自在アームをいっぱいに伸ばしてもそ
の先端が境界若しくはベンチマークに届かない場合に
は、支持脚を境界若しくはベンチマークと測定地点との
間の適当な中間地点に立設し、上述した伸縮自在アーム
とは反対の側に第2の伸縮自在アームを連結する。そし
て、それぞれの伸縮自在アームを伸縮させるとともにそ
れぞれの下げ振りの高さを調整し、上述と同様の手順で
中間点から境界までおよび中間点から測定点までの水平
距離、並びにそれらの間の高低差を測定し、各水平距離
や各高低差をそれぞれ合計して測定値とする。
If the tip of the telescopic arm does not reach the boundary or the benchmark even when it is fully extended, the support leg is erected at the boundary or at an appropriate intermediate point between the benchmark and the measurement point, and the above-mentioned expansion and contraction is performed. A second telescoping arm is connected to the side opposite the swivel arm. Then, each telescopic arm is expanded and contracted and the height of each plumb bob is adjusted, and the horizontal distance from the intermediate point to the boundary and from the intermediate point to the measurement point, and the height between them are adjusted by the same procedure as above. The difference is measured, and each horizontal distance and each height difference are summed up to obtain a measured value.

【0021】[0021]

【発明の実施の形態】以下、本発明に係る地盤測量具の
実施の形態について、添付図面を参照して説明する。
BEST MODE FOR CARRYING OUT THE INVENTION Embodiments of a ground surveying instrument according to the present invention will be described below with reference to the accompanying drawings.

【0022】(第1実施形態)図1(a) は、本実施形態
に係る地盤測量具を斜視図で示したものである。同図で
わかるように、本実施形態の地盤測量具1は、地盤に立
設される支持脚2と、該支持脚2に直角を保持できるよ
うにヒンジ接合された伸縮自在アーム3と、該伸縮自在
アーム3の先端近傍から高さ調整自在に吊り下げられた
下げ振り4と、該下げ振り4の吊下げ位置から支持脚2
までの水平距離を測定する水平距離測定手段6とから構
成してある。
(First Embodiment) FIG. 1 (a) is a perspective view showing a ground surveying instrument according to this embodiment. As can be seen in the figure, the ground surveying instrument 1 of the present embodiment includes a support leg 2 that is erected on the ground, an extendable arm 3 that is hinge-joined to the support leg 2 so as to maintain a right angle, and A plumb bob 4 suspended from the vicinity of the tip of the telescopic arm 3 so that the height thereof can be freely adjusted, and a support leg 2 from a hanging position of the plumb bob 4.
And a horizontal distance measuring means 6 for measuring the horizontal distance up to.

【0023】支持脚2は、ボックス形の中空断面を有す
る脚部材7内に脚部材8を入れ子状に挿入することによ
って全体の長さを可変に構成するとともに、アジャスタ
9で相互の固定位置を修正して所望の長さに調整できる
ようになっている。脚部材8の下端には、地盤に差し込
むためのピン11と地盤表面に当接される鍔状のベース
10を設けてあるとともに、側面には脚長測定手段とし
て目盛り12を付してあり、脚部材7に設けた表示窓1
3を通して目盛り12を読み取れるようになっている。
目盛り12は、伸縮自在アーム3の材軸を示すライン2
1から地盤面までの高さを直接表示するように数値を記
入しておくのがよい。
The support leg 2 has a variable overall length by inserting the leg member 8 into the leg member 7 having a box-shaped hollow cross section in a nested manner, and the adjuster 9 is used to fix the mutual fixing positions. It can be modified and adjusted to the desired length. The lower end of the leg member 8 is provided with a pin 11 for inserting into the ground and a brim-shaped base 10 that comes into contact with the surface of the ground, and a scale 12 is attached to the side surface as a leg length measuring means. Display window 1 provided on member 7
The scale 12 can be read through 3.
The scale 12 is a line 2 indicating the axis of the telescopic arm 3.
It is recommended to enter the numerical value so that the height from 1 to the ground surface is directly displayed.

【0024】伸縮自在アーム3は、支持脚2の上端に図
示しない蝶番でヒンジ接合されているほか、折り畳み自
在な連結部材14を介して連結されており、該連結部材
14をまっすぐに延ばすことによって支持脚2に対して
直角を保持できるようになっている。伸縮自在アーム3
は、支持脚2にヒンジ接合された腕部材15と、該腕部
材内に入れ子継手で接合された腕部材16と、該腕部材
16に同様に入れ子継手で接合された腕部材17とから
概ね構成され、腕部材15には水平を測るための気泡管
26を取り付けてある。伸縮自在アーム3は、例えば腕
部材15の長さを50cm、最大長さを120mm程度
に設定するのがよい。
The telescopic arm 3 is hinged to the upper end of the support leg 2 by a hinge (not shown) and is also connected via a foldable connecting member 14. By extending the connecting member 14 straightly. It can hold a right angle to the support leg 2. Telescopic arm 3
Is generally composed of an arm member 15 hinge-joined to the support leg 2, an arm member 16 joined to the inside of the arm member by a nest joint, and an arm member 17 similarly joined to the arm member 16 by a nest joint. A bubble tube 26 for measuring the horizontal is attached to the arm member 15. As for the telescopic arm 3, for example, the length of the arm member 15 is preferably set to 50 cm and the maximum length is set to about 120 mm.

【0025】水平距離測定手段6は、図1(b) の斜視図
でわかるように、腕部材15にリール18を内蔵して該
リール18から引き出された巻尺19の端部を腕部材1
7に固定するとともに、腕部材15に形成された表示窓
20を通して巻尺19の目盛りを読み取れるようになっ
ている。巻尺19の目盛りは、伸縮自在アーム3の先
端、すなわち下げ振り4の吊下げ位置から支持脚2の材
軸を示すライン22までの長さを直接表示するように数
値を記入しておくのがよい。なお、伸縮自在アーム3を
縮めたとき、巻尺19が弛まずにリール18に巻き取ら
れるよう、該リール18に渦巻きバネを内蔵しておくの
がよい。
As can be seen from the perspective view of FIG. 1 (b), the horizontal distance measuring means 6 incorporates the reel 18 in the arm member 15 and attaches the end of the tape measure 19 pulled out from the reel 18 to the arm member 1.
The scale of the tape measure 19 can be read through the display window 20 formed in the arm member 15 while being fixed to the armature member 7. On the scale of the tape measure 19, it is necessary to enter a numerical value so as to directly display the length of the tip of the telescopic arm 3, that is, the length from the hanging position of the plumb bob 4 to the line 22 indicating the material axis of the support leg 2. Good. A spiral spring is preferably built in the reel 18 so that the tape measure 19 does not loosen and is wound around the reel 18 when the retractable arm 3 is contracted.

【0026】一方、本実施形態の地盤測量具1には、下
げ振り4の吊下げ高さの調整を兼ねる高さ測定手段5を
備えてある。すなわち、高さ測定手段5は、腕部材17
にリール23を内蔵して該リール23から引き出された
巻尺24の端部を下げ振り4に固定するとともに、腕部
材17に形成された表示窓25を通して巻尺24の目盛
りを読み取り可能に構成したものである。巻尺24の目
盛りは、下げ振り4の下端から伸縮自在アーム3の材軸
を示すライン21までの高さを直接表示するように数値
を記入しておくのがよい。なお、下げ振り4を持ち上げ
たとき、巻尺24が弛まずにリール23に巻き取られる
よう、該リール23に渦巻きバネを内蔵しておくのがよ
い。また、そのバネの強さは、下げ振り4を昇降させて
所望の位置で離したとき、その位置で静止する程度の大
きさとするのがよい。
On the other hand, the ground surveying instrument 1 of this embodiment is provided with the height measuring means 5 which also serves to adjust the hanging height of the plumb bob 4. That is, the height measuring means 5 includes the arm member 17
In which the reel 23 is built in, the end of the tape measure 24 pulled out from the reel 23 is fixed to the swing-down 4, and the scale of the tape measure 24 can be read through the display window 25 formed in the arm member 17. Is. It is preferable that the scale of the tape measure 24 is filled with numerical values so as to directly display the height from the lower end of the plumb bob 4 to the line 21 indicating the material axis of the telescopic arm 3. A spiral spring is preferably built in the reel 23 so that the tape measure 24 does not slacken and is wound around the reel 23 when the plumb bob 4 is lifted. Further, it is preferable that the strength of the spring be such that when the plumb bob 4 is moved up and down and separated at a desired position, the spring vibrates at that position.

【0027】本実施形態の地盤測量具1を用いて例えば
道路境界からの水平距離を測定するには、図2(a) に示
すように、まず、支持脚2を地盤の測定地点に鉛直に立
設するとともに伸縮自在アーム3を起こし、気泡管26
を見ながら伸縮自在アーム3を水平に保持する。なお、
支持脚2の長さは、道路境界との高低差を考慮して適宜
調整しておく。
In order to measure the horizontal distance from a road boundary using the ground surveying instrument 1 of this embodiment, first, as shown in FIG. 2 (a), first, the supporting leg 2 is vertically placed at the ground measurement point. While standing upright, the telescopic arm 3 is raised and the bubble tube 26
Hold the telescopic arm 3 horizontally while watching. In addition,
The length of the support leg 2 is appropriately adjusted in consideration of the height difference from the road boundary.

【0028】次に、道路との境界が側溝31の右側であ
るならば、下げ振り4がちょうどその上にくるように、
下げ振り4を降ろしてその高さを調整するとともに伸縮
自在アーム3を水平に伸ばす。そして、下げ振り4の吊
下げ位置から支持脚2までの長さを表示窓20に表示さ
れた巻尺19の目盛りとして読み取り、道路境界から測
定地点までの水平距離とする。
Next, if the boundary with the road is on the right side of the gutter 31, so that the plumb bob 4 is just above it,
The plumb bob 4 is lowered to adjust its height and the telescopic arm 3 is extended horizontally. Then, the length from the hanging position of the plumb bob 4 to the support leg 2 is read as a scale of the tape measure 19 displayed on the display window 20, and is set as the horizontal distance from the road boundary to the measurement point.

【0029】一方、ベンチマークが側溝31の左側の道
路面32上に設定されているならば、図2(b) に示すよ
うに、下げ振り4がちょうど道路面32にくるように伸
縮自在アーム3を水平に伸縮するとともに、下げ振り4
の高さを調整する。そして、下げ振りの吊下げ高さを表
示窓25に表示された巻尺24の数値として読み取ると
ともに、支持脚の長さを表示窓13に表示された脚長測
定手段である目盛り12の数値から読み取り、巻尺24
の数値から目盛り12の数値を差し引いてベンチマーク
からの地盤高さとする。
On the other hand, if the benchmark is set on the road surface 32 on the left side of the gutter 31, as shown in FIG. 2 (b), the retractable arm 3 is placed so that the plumb bob 4 is exactly on the road surface 32. Horizontally expands and contracts, and plumb down 4
Adjust the height of the. Then, the hanging height of the plumb bob is read as the numerical value of the tape measure 24 displayed on the display window 25, and the length of the supporting leg is read from the numerical value of the scale 12 which is the leg length measuring means displayed on the display window 13, Tape measure 24
The value of the scale 12 is subtracted from the value of to obtain the ground height from the benchmark.

【0030】なお、本実施形態の地盤測量具1を保管若
しくは運搬する際は、連結部材14を折って伸縮自在ア
ーム3を支持脚2の側に倒せばよい。
When the ground surveying instrument 1 of this embodiment is stored or transported, the connecting member 14 may be folded and the telescopic arm 3 may be tilted toward the support leg 2.

【0031】以上説明したように、本実施形態に係る地
盤測量具によれば、伸縮自在アームの先端から吊り下げ
られた下げ振りが境界やベンチマークの上にくるように
該伸縮自在アームを適宜伸縮させるとともに下げ振りの
吊下げ高さを調整し、かかる状態で境界からの水平距離
やベンチマークからの地盤高さを測定するように構成し
たので、測定地点との間に高低差がある場合でも一人の
作業員で容易に測定が可能である。
As described above, according to the ground surveying instrument of this embodiment, the telescopic arm is appropriately extended and contracted so that the plumb bob hung from the tip of the telescopic arm is on the boundary or the benchmark. In addition to this, the hanging height of the plumb bob is adjusted, and the horizontal distance from the boundary and the ground height from the benchmark are configured to be measured in this state, so even if there is a height difference from the measurement point, one person Can be easily measured by other workers.

【0032】また、水平距離測定手段を設けて伸縮自在
アームの先端から支持脚までの長さを表示するようにし
たので、境界等からの水平距離を一目で把握することが
できるとともに、高さ測定手段および脚長測定手段を設
けてそれぞれ下げ振りの吊下げ高さと支持脚の長さとを
表示するようにしたので、ベンチマークからの高低差を
容易に知ることができる。
Further, since the horizontal distance measuring means is provided to display the length from the tip of the telescopic arm to the supporting leg, the horizontal distance from the boundary or the like can be grasped at a glance and the height can be grasped. Since the measuring means and the leg length measuring means are provided to respectively display the hanging height of the plumb bob and the length of the supporting leg, the height difference from the benchmark can be easily known.

【0033】本実施形態では、リールを用いて水平距離
測定手段を構成したが、かかる構成に代えて図3に示す
ような構成としてもよい。すなわち、本変形例に係る地
盤測量具41は、上述の実施形態と同様、支持脚2と、
該支持脚2に直角を保持できるようにヒンジ接合された
伸縮自在アーム42と、該伸縮自在アーム42の先端近
傍から高さ調整自在に吊り下げられた下げ振り4とから
概ね構成されるが、本変形例の水平距離測定手段は、伸
縮自在アーム42を構成する腕部材43、腕部材44お
よび腕部材45のうち、腕部材44、腕部材45にそれ
ぞれ目盛り46、目盛り47を付して構成してある。
In this embodiment, the horizontal distance measuring means is constructed by using the reels, but a construction as shown in FIG. 3 may be used instead of such construction. That is, the ground surveying instrument 41 according to the present modified example includes the support leg 2 and the support leg 2 as in the above-described embodiment.
Generally, it is composed of a telescopic arm 42 hinge-joined to the support leg 2 so as to be able to maintain a right angle, and a plumb bob 4 suspended from the vicinity of the tip of the telescopic arm 42 so that the height thereof can be adjusted. The horizontal distance measuring means of this modified example is configured by attaching a scale 46 and a scale 47 to the arm member 44 and the arm member 45 of the arm member 43, the arm member 44, and the arm member 45 that form the retractable arm 42, respectively. I am doing it.

【0034】かかる構成の場合、腕部材44の目盛り4
6から腕部材43に対する腕部材44の相対移動距離を
読み取るとともに、腕部材45の目盛り47から腕部材
44に対する腕部材45の相対移動距離を読み取り、そ
れらの数値を腕部材43自体の長さとともに合計して境
界からの水平距離とすればよい。
In the case of such a configuration, the scale 4 of the arm member 44
6, the relative movement distance of the arm member 44 with respect to the arm member 43 is read, the relative movement distance of the arm member 45 with respect to the arm member 44 is read from the scale 47 of the arm member 45, and these numerical values are shown together with the length of the arm member 43 itself. The total should be the horizontal distance from the boundary.

【0035】また、本実施形態では、下げ振り4の高さ
を腕部材に内蔵されたリールで調整するようにしたが、
これに代えて図3に示すように、市販の巻取りリール4
8をマグネット等で腕部材43に取り付け、該リール4
8から引き出された下げ振り4を腕部材45の先端から
降ろすようにしてもよい。なお、かかる構成の場合、高
さ調整手段が省略されることとなるが、伸縮自在アーム
45の先端と下げ振り4の下端との間にスケールを当て
れば、下げ振りの吊下げ高さを測定することができる。
In this embodiment, the height of the plumb bob 4 is adjusted by the reel built in the arm member.
Instead of this, as shown in FIG.
8 is attached to the arm member 43 with a magnet or the like, and the reel 4
The plumb bob 4 drawn out from the arm member 8 may be lowered from the tip of the arm member 45. In the case of such a configuration, the height adjusting means is omitted, but if a scale is applied between the tip of the telescopic arm 45 and the lower end of the plumb bob 4, the hanging height of the plumb bob is measured. can do.

【0036】また、本実施形態では支持脚の長さを可変
に構成したが、これを固定長の支持脚としてもよい。か
かる構成の場合には、下げ振りの吊下げ高さから支持脚
の固定長を差し引いて地盤の高低差とすればよい。
Although the length of the support leg is variable in this embodiment, it may be a fixed length support leg. In the case of such a configuration, the fixed length of the support leg may be subtracted from the hanging height of the swing to obtain the height difference of the ground.

【0037】また、伸縮自在アーム3をいっぱいに伸ば
してもその先端が境界若しくはベンチマークに届かない
場合には、図4に示す地盤測量具51を用いればよい。
If the tip of the telescopic arm 3 does not reach the boundary or the benchmark even when the telescopic arm 3 is fully extended, the ground surveying instrument 51 shown in FIG. 4 may be used.

【0038】地盤測量具51は、上述の実施形態とほぼ
同様、支持脚2aと、伸縮自在アーム3aと、該伸縮自
在アーム3aの先端近傍から高さ調整自在に吊り下げら
れた下げ振り4と、該下げ振り4の吊下げ位置から支持
脚2aまでの水平距離を測定する水平距離測定手段6
と、下げ振り4の吊下げ高さを測定する高さ測定手段5
とから構成してあるが、本変形例では、支持脚2aの脚
部材7の側面に、ブラケット53の孔54に通してこれ
を取り付けるための吊下げフック52を突設してあると
ともに、伸縮自在アーム3aの支持脚側端部には連結用
凹部55を設けてあり、該凹部55に伸縮自在アーム3
bの連結用凸部56を嵌め込むようになっている。
The ground surveying tool 51 includes a support leg 2a, a telescopic arm 3a, and a plumb bob 4 suspended from the vicinity of the tip of the telescopic arm 3a so that its height can be adjusted. A horizontal distance measuring means 6 for measuring a horizontal distance from the hanging position of the plumb bob 4 to the support leg 2a.
And a height measuring means 5 for measuring the hanging height of the plumb bob 4.
However, in this modification, a hanging hook 52 for passing through the hole 54 of the bracket 53 and attaching the hanging hook 52 is provided on the side surface of the leg member 7 of the support leg 2a, and is extended and contracted. A connecting recess 55 is provided at the end of the free arm 3a on the side of the support leg, and the retractable arm 3 is inserted into the recess 55.
The connecting convex portion 56 of b is fitted.

【0039】なお、伸縮自在アーム3bは、伸縮自在ア
ーム3aとほぼ同様の構成であり、伸縮自在アーム3a
の凹部55に連結されブラケット53に支持される腕部
材15bと、該腕部材内に入れ子継手で接合された腕部
材16bと、該腕部材16bに同様に入れ子継手で接合
された腕部材17bとから概ね構成され、これらの腕部
材には水平距離測定手段6bおよび高さ調整手段5bを
上述の実施形態と同様に内蔵してある。
The extendable arm 3b has substantially the same structure as the extendable arm 3a.
An arm member 15b connected to the recessed portion 55 of the bracket 53 and supported by the bracket 53, an arm member 16b joined to the arm member by a nesting joint, and an arm member 17b joined to the arm member 16b similarly by a nesting joint. The horizontal distance measuring means 6b and the height adjusting means 5b are built in these arm members similarly to the above-mentioned embodiment.

【0040】かかる構成においては、図5に示すように
支持脚2aを境界若しくはベンチマークと測定地点との
間の適当な中間地点に立設し、伸縮自在アーム3aとは
反対の側に第2の伸縮自在アームとして伸縮自在アーム
3bを連結する。そして、それぞれの伸縮自在アーム3
a、3bを伸縮させるとともにそれぞれの下げ振り4の
高さを調整し、上述と同様の手順で中間点から境界まで
および中間点から測定点までの水平距離、並びにそれら
の間の高低差を測定し、各水平距離や各高低差をそれぞ
れ合計して測定値とする。
In such a structure, as shown in FIG. 5, the support leg 2a is erected at the boundary or at an appropriate intermediate point between the benchmark and the measurement point, and the second leg is provided on the side opposite to the telescopic arm 3a. The telescopic arm 3b is connected as the telescopic arm. And each telescopic arm 3
Adjust the height of each plumb bob 4 while expanding and contracting a and 3b, and measure the horizontal distance from the midpoint to the boundary and from the midpoint to the measurement point, and the height difference between them, in the same procedure as above. Then, each horizontal distance and each height difference are summed up to obtain the measured value.

【0041】かかる構成によれば、伸縮自在アーム3を
いっぱいに伸ばしてもその先端が境界若しくはベンチマ
ークに届かない場合であっても、測定点までの水平距離
や高低差を容易に測定することができる。
According to this structure, even when the telescopic arm 3 is fully extended and the tip thereof does not reach the boundary or the benchmark, the horizontal distance to the measurement point and the height difference can be easily measured. it can.

【0042】[0042]

【発明の効果】以上述べたように、本発明の地盤測量具
は、地盤に立設される支持脚と、該支持脚に直角を保持
できるようにヒンジ接合された伸縮自在アームと、該伸
縮自在アームの先端近傍から高さ調整自在に吊り下げら
れた下げ振りと、該下げ振りの吊下げ位置から前記支持
脚までの水平距離を測定する水平距離測定手段とから構
成したので、一人の作業員で地盤高さや水平距離を効率
よく測定することができる。
As described above, the ground surveying instrument of the present invention comprises a support leg that is erected on the ground, an extendable arm hinged to the support leg so that the support leg can be held at a right angle, and the extendable and retractable arm. Since it is composed of a plumb bob whose height can be freely adjusted from the vicinity of the tip of the swivel arm and a horizontal distance measuring means for measuring the horizontal distance from the hanging position of the plumb bob to the supporting leg, work by one person The staff can efficiently measure the ground height and horizontal distance.

【0043】[0043]

【図面の簡単な説明】[Brief description of drawings]

【図1】本実施形態に係る地盤測量具の斜視図であり、
(a)は全体斜視図、(b)は一部を省略して内部機構を示し
た部分斜視図。
FIG. 1 is a perspective view of a ground surveying instrument according to the present embodiment,
(a) is an overall perspective view, (b) is a partial perspective view showing an internal mechanism with a part omitted.

【図2】本実施形態に係る地盤測量具の使用方法を説明
した説明図であり、(a) は水平距離を、(b) は高低差を
それぞれ測定する様子を示した図。
FIG. 2 is an explanatory diagram illustrating a method of using the ground surveying instrument according to the present embodiment, in which (a) shows a horizontal distance and (b) shows how the height difference is measured.

【図3】本実施形態の変形例に係る地盤測量具の全体斜
視図。
FIG. 3 is an overall perspective view of a ground surveying instrument according to a modified example of the present embodiment.

【図4】本実施形態の別の変形例に係る地盤測量具の分
解斜視図。
FIG. 4 is an exploded perspective view of a ground surveying instrument according to another modification of the present embodiment.

【図5】本実施形態の別の変形例に係る地盤測量具の使
用方法を説明した説明図。
FIG. 5 is an explanatory diagram illustrating a method of using a ground surveying tool according to another modification of the present embodiment.

【符号の説明】[Explanation of symbols]

1、41、51 地盤測量具 2、2a 支持脚 3、42 、3a 伸縮自在アーム 4 下げ振り 5 高さ調整手段 6 水平距離測定手段 12 目盛り(脚長測定手段) 13、20、25 表示窓 15、16、17、43、44、45 腕部材 18、23 リール 19、24 巻尺 46、47 目盛り(水平距離測定手
段) 3b 第2の伸縮自在アーム 4b 第2の下げ振り 5b 第2の高さ調整手段 6b 第2の水平距離測定手段
1, 41, 51 Ground surveying instrument 2, 2a Support leg 3, 42, 3a Telescopic arm 4 Down swing 5 Height adjusting means 6 Horizontal distance measuring means 12 Scale (leg length measuring means) 13, 20, 25 Display window 15, 16, 17, 43, 44, 45 Arm member 18, 23 Reel 19, 24 Tape measure 46, 47 Scale (horizontal distance measuring means) 3b Second telescopic arm 4b Second lower swing 5b Second height adjusting means 6b Second horizontal distance measuring means

Claims (7)

【特許請求の範囲】[Claims] 【請求項1】 地盤に立設される支持脚と、該支持脚に
直角を保持できるようにヒンジ接合された伸縮自在アー
ムと、該伸縮自在アームの先端近傍から高さ調整自在に
吊り下げられた下げ振りと、該下げ振りの吊下げ位置か
ら前記支持脚までの水平距離を測定する水平距離測定手
段とから構成したことを特徴とする地盤測量具。
1. A support leg that is erected on the ground, an extendable arm hinge-joined to the support leg so as to be able to hold a right angle, and a height adjustable from the vicinity of the tip of the extendable arm. A ground surveying instrument comprising a plumb bob and horizontal distance measuring means for measuring a horizontal distance from a hanging position of the plumb bob to the support leg.
【請求項2】 前記伸縮自在アームは、複数の腕部材を
入れ子継手で接合してなり、前記水平距離測定手段は、
前記腕部材のうち、前記支持脚に連結された腕部材に所
定のリールを内蔵して該リールから引き出された巻尺の
端部を前記腕部材のうち、先端に配置された腕部材に固
定するとともに、前記支持脚に連結された腕部材に形成
された表示窓を通して前記巻尺の目盛りを読み取り可能
に構成した請求項1記載の地盤測量具。
2. The telescopic arm comprises a plurality of arm members joined by a nesting joint, and the horizontal distance measuring means comprises:
Of the arm members, a predetermined reel is built in the arm member connected to the support leg, and the end of the tape measure pulled out from the reel is fixed to the arm member arranged at the tip of the arm member. At the same time, the ground surveying instrument according to claim 1, wherein the scale of the tape measure can be read through a display window formed on an arm member connected to the support leg.
【請求項3】 前記伸縮自在アームは、複数の腕部材を
入れ子継手で接合してなり、前記水平距離測定手段は、
前記腕部材に目盛りを付して構成した請求項1記載の地
盤測量具。
3. The telescopic arm comprises a plurality of arm members joined by a nesting joint, and the horizontal distance measuring means comprises:
The ground surveying instrument according to claim 1, wherein the arm member is provided with a scale.
【請求項4】 前記下げ振りの吊下げ高さを測定する高
さ測定手段を備えた請求項1記載の地盤測量具。
4. The ground surveying instrument according to claim 1, further comprising height measuring means for measuring a hanging height of the plumb bob.
【請求項5】 前記高さ測定手段は、前記腕部材のう
ち、先端に配置された腕部材に所定のリールを内蔵して
該リールから引き出された巻尺の端部を前記下げ振りに
固定するとともに、前記腕部材に形成された表示窓を通
して前記巻尺の目盛りを読み取り可能に構成した請求項
4記載の地盤測量具。
5. The height measuring means incorporates a predetermined reel in an arm member arranged at a tip of the arm member, and fixes an end of a tape measure pulled out from the reel to the plumb bob. At the same time, the ground surveying instrument according to claim 4, wherein the scale of the tape measure can be read through a display window formed in the arm member.
【請求項6】 前記支持脚の長さを可変に構成するとと
もにその長さを測定する脚長測定手段を備えた請求項4
若しくは請求項5記載の地盤測量具。
6. The leg length measuring means for variably configuring the length of the support leg and for measuring the length.
Alternatively, the ground surveying instrument according to claim 5.
【請求項7】 前記伸縮自在アームとは反対の側に着脱
自在に連結される第2の伸縮自在アームと、該第2の伸
縮自在アームの先端近傍から高さ調整自在に吊り下げら
れた第2の下げ振りと、該第2の下げ振りの吊下げ位置
から前記支持脚までの水平距離を測定する第2の水平距
離測定手段とを備えた請求項1記載の地盤測量具。
7. A second telescopic arm removably connected to the side opposite to the telescopic arm, and a second suspension hung from the vicinity of the tip of the second telescopic arm such that the height of the second telescopic arm is adjustable. 2. The ground surveying instrument according to claim 1, further comprising: a second plumb bob and a second horizontal distance measuring unit that measures a horizontal distance from the hanging position of the second plumb bob to the support leg.
JP12252396A 1996-04-20 1996-04-20 Ground surveying instrument Withdrawn JPH09287950A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP12252396A JPH09287950A (en) 1996-04-20 1996-04-20 Ground surveying instrument

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP12252396A JPH09287950A (en) 1996-04-20 1996-04-20 Ground surveying instrument

Publications (1)

Publication Number Publication Date
JPH09287950A true JPH09287950A (en) 1997-11-04

Family

ID=14837966

Family Applications (1)

Application Number Title Priority Date Filing Date
JP12252396A Withdrawn JPH09287950A (en) 1996-04-20 1996-04-20 Ground surveying instrument

Country Status (1)

Country Link
JP (1) JPH09287950A (en)

Cited By (11)

* Cited by examiner, † Cited by third party
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KR101103354B1 (en) * 2009-12-10 2012-01-05 주식회사 영화키스톤건축사사무소 Installation for measurement with auto control function
CN102808523A (en) * 2012-07-03 2012-12-05 焦二信 Double-line vertical instrument
CN103389158A (en) * 2013-07-31 2013-11-13 新疆农垦科学院 Portable field spectrum vertical testing frame
CN105113413A (en) * 2015-08-26 2015-12-02 中交第一公路工程局有限公司 Hand-operated plumb bob device
CN105298150A (en) * 2015-09-30 2016-02-03 郭城樟 Multifunctional hanging device for mounting building construction formwork
JP2016165271A (en) * 2015-03-03 2016-09-15 国立研究開発法人農業・食品産業技術総合研究機構 Measuring device of livestock portion height
CN112179304A (en) * 2020-10-22 2021-01-05 福清市嘉泰电子科技有限公司 Building height detection equipment suitable for complex building type and severe weather
CN112978521A (en) * 2021-05-06 2021-06-18 孙浩 Land surveying and mapping survey line tightening equipment based on electronic information technology
CN113028943A (en) * 2021-03-08 2021-06-25 新乡职业技术学院 Measuring device for building engineering management
JP2021156056A (en) * 2020-03-27 2021-10-07 株式会社Lixil Measurement device and refurbished sash installation method using measurement device
CN114059785A (en) * 2021-10-15 2022-02-18 中建八局西南建设工程有限公司 Multi-functional auxiliary device that builds a wall

Cited By (13)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101103354B1 (en) * 2009-12-10 2012-01-05 주식회사 영화키스톤건축사사무소 Installation for measurement with auto control function
CN102808523A (en) * 2012-07-03 2012-12-05 焦二信 Double-line vertical instrument
CN102808523B (en) * 2012-07-03 2015-09-09 焦二信 Double-line vertical instrument
CN103389158A (en) * 2013-07-31 2013-11-13 新疆农垦科学院 Portable field spectrum vertical testing frame
JP2016165271A (en) * 2015-03-03 2016-09-15 国立研究開発法人農業・食品産業技術総合研究機構 Measuring device of livestock portion height
CN105113413A (en) * 2015-08-26 2015-12-02 中交第一公路工程局有限公司 Hand-operated plumb bob device
CN105298150A (en) * 2015-09-30 2016-02-03 郭城樟 Multifunctional hanging device for mounting building construction formwork
JP2021156056A (en) * 2020-03-27 2021-10-07 株式会社Lixil Measurement device and refurbished sash installation method using measurement device
CN112179304A (en) * 2020-10-22 2021-01-05 福清市嘉泰电子科技有限公司 Building height detection equipment suitable for complex building type and severe weather
CN113028943A (en) * 2021-03-08 2021-06-25 新乡职业技术学院 Measuring device for building engineering management
CN113028943B (en) * 2021-03-08 2023-06-23 新乡职业技术学院 Measuring device for building engineering management
CN112978521A (en) * 2021-05-06 2021-06-18 孙浩 Land surveying and mapping survey line tightening equipment based on electronic information technology
CN114059785A (en) * 2021-10-15 2022-02-18 中建八局西南建设工程有限公司 Multi-functional auxiliary device that builds a wall

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