JPH06185902A - Buried state measuring equipment for underground buried object - Google Patents
Buried state measuring equipment for underground buried objectInfo
- Publication number
- JPH06185902A JPH06185902A JP4250976A JP25097692A JPH06185902A JP H06185902 A JPH06185902 A JP H06185902A JP 4250976 A JP4250976 A JP 4250976A JP 25097692 A JP25097692 A JP 25097692A JP H06185902 A JPH06185902 A JP H06185902A
- Authority
- JP
- Japan
- Prior art keywords
- buried
- tape measure
- rod
- buried object
- depth
- 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.)
- Pending
Links
- 238000010276 construction Methods 0.000 claims description 15
- 238000004804 winding Methods 0.000 claims description 7
- 238000005259 measurement Methods 0.000 abstract description 9
- 238000009933 burial Methods 0.000 description 9
- 239000002184 metal Substances 0.000 description 4
- 238000000034 method Methods 0.000 description 4
- 238000009434 installation Methods 0.000 description 2
- 239000000463 material Substances 0.000 description 1
Landscapes
- Sewage (AREA)
- Tape Measures (AREA)
Abstract
Description
【0001】[0001]
【産業上の利用分野】この発明は、地中に埋設する各種
配管や配線類の埋設状態の深さや他の埋設物との間隔を
測定表示するための装置に関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to an apparatus for measuring and displaying the depth of the buried state of various pipes and wirings buried in the ground and the distance from other buried objects.
【0002】[0002]
【従来の技術】地中に配管や配線を埋設する工事の施工
は、図4の如く、地面に所定深さの凹溝1を掘削した
後、この凹溝1内に被埋設物2を規定の深さ位置及び配
置間隔になるよう設置し、凹溝1を埋戻すことによって
埋設する。2. Description of the Related Art As shown in FIG. 4, when a pipe or wiring is buried in the ground, a trench 1 having a predetermined depth is excavated in the ground, and then a buried object 2 is defined in the trench 1. They are installed so that the depth position and the arrangement interval are set, and the recessed groove 1 is backfilled to be buried.
【0003】ところで、上記のような埋設工事において
は、被埋設物2が予め規定された埋設条件になっている
ことを管轄の役所に報告することが義務づけられてお
り、このため施工の途中において被埋設物2の埋設深さ
や他の埋設物との上下間隔を測定し、これを工事名と共
に写真撮影する必要がある。By the way, in the above-mentioned burial work, it is obliged to report to the government office having jurisdiction that the burial object 2 is in a predetermined burial condition. It is necessary to measure the burial depth of the burial object 2 and the vertical spacing between the burial object and other burial objects, and take a photograph of this together with the construction name.
【0004】従来、被埋設物の埋設深さや間隔を測定表
示する方法は、図4に示したように、掘削した凹溝1上
に横桟3を設置架設し、別に用意した巻尺4を引出して
その基準先端を被埋設物2の上面等、測定せんとする位
置に当接させた状態で、該巻尺4の巻回部分を横桟3上
に載置し、巻尺4の目盛を横桟3の下面の位置で読取る
ことによって深さを測定すると共に、この状態を写真撮
影する場合は、工事の内容を記載した工事表示板5を横
桟3の後方位置に保持するようにしている。Conventionally, as shown in FIG. 4, the method of measuring and displaying the burial depth and interval of the buried object is to install the horizontal rail 3 on the excavated groove 1 and pull out the separately prepared tape measure 4. With the reference tip of the tape being in contact with a position to be measured, such as the upper surface of the buried object 2, the winding portion of the tape measure 4 is placed on the horizontal rail 3, and the scale of the tape measure 4 is attached to the horizontal rail. The depth is measured by reading at the position of the lower surface of No. 3, and when taking a picture of this state, the construction display plate 5 which describes the contents of construction is held at the rear position of the horizontal rail 3.
【0005】[0005]
【発明が解決しようとする課題】ところで、上記のよう
な従来の測定方法は、横桟3上に巻尺4を載置するだけ
であるため、巻尺4の設置が不安定で設置作業に手間が
かかり、正確な測定が行なえないと共に、被埋設物2と
既存の他の埋設物2aとの上下の配置間隔を測定するに
は、被埋設物2及び他の埋設物2aの各々に上記と同様
に巻尺4を当接させなければならないため、手間が倍加
すると共に測定精度も悪くなる。By the way, in the conventional measuring method as described above, since the tape measure 4 is only placed on the horizontal rail 3, the installation of the tape measure 4 is unstable and the installation work is troublesome. In addition to the above, accurate measurement cannot be performed, and in order to measure the vertical arrangement distance between the buried object 2 and the existing other buried object 2a, the same procedure as above is applied to each of the buried object 2 and the other buried object 2a. Since the tape measure 4 must be brought into contact with the above, the labor is doubled and the measurement accuracy becomes poor.
【0006】また、写真撮影時は工事表示板5を他の作
業者が保持しなければならず、2人の作業者が必要にな
るという問題がある。There is also a problem that the construction display board 5 must be held by another worker during photography, and two workers are required.
【0007】そこで、この発明の課題は、被埋設物の深
さや他の埋設物との間隔の測定が簡単かつ正確に行な
え、写真撮影も1人で行なうことができる地中埋設物の
埋設状態測定装置を提供することを課題としている。Therefore, an object of the present invention is to bury an underground buried object in which the depth of the buried object and the distance from another buried object can be measured easily and accurately, and a photograph can be taken by one person. An object is to provide a measuring device.
【0008】[0008]
【課題を解決するための手段】上記のような課題を解決
するため、この発明は、被埋設物を埋設するため地面に
掘削した凹溝上に架設配置する横長杆に、巻取りと引出
しが可能となる所要数の巻尺を、横長杆の長さ方向に位
置調整が自在となるよう取付け、前記横長杆に工事表示
板の取付部を設けた構成を採用したものである。SUMMARY OF THE INVENTION In order to solve the above problems, the present invention is capable of winding and withdrawing on a horizontally long rod which is installed over a concave groove excavated in the ground for burying an object to be buried. The required number of tape measures are attached so that the position of the tape can be adjusted in the lengthwise direction of the horizontal rod, and the construction display plate is attached to the horizontal rod.
【0009】[0009]
【作用】地面に掘削した凹溝内に被埋設物を配置した
後、凹溝上に横長杆を架設状に配置し、横長杆に取付け
た巻尺を引出して下方に垂し、その先端を被埋設物上に
当接させれば、巻尺の目盛によって被埋設物の地上から
の深さが測定できる。[Operation] After placing the object to be buried in the groove that has been excavated on the ground, place the horizontal rod on the groove in a erected manner, pull out the tape measure attached to the horizontal rod and hang it downward, and then insert the tip of the tape. If it is brought into contact with the object, the depth of the buried object from the ground can be measured by the scale of the tape measure.
【0010】また、被埋設物とこの被埋設物が交差する
既存の埋設物との上下間隔測定は、複数の巻尺をその下
端が対応する被埋設物及び他の埋設物に当接するよう
に、横長杆に対する取付け位置を選び、被埋設物及び他
の埋設物に巻尺を当接させればよく、両巻尺の目盛の差
によって地上において上下間隔の測定が行なえる。Further, in measuring the vertical distance between the buried object and the existing buried object where the buried object intersects, a plurality of tape measures are placed so that the lower ends of the tape measure come into contact with the corresponding buried object and other buried objects. It suffices to select the mounting position for the horizontal rod and bring the tape measure into contact with the buried object and other buried objects, and the vertical distance can be measured on the ground by the difference between the scales of the two tape measures.
【0011】更に、写真撮影時には、工事表示板を横長
杆上に取付部で固定すれば、工事表示板を別途保持する
ことなく撮影できる。Further, at the time of taking a picture, if the construction display plate is fixed on the horizontally long rod with a mounting portion, the construction display plate can be taken without separately holding it.
【0012】[0012]
【実施例】以下、この発明の実施例を添付図面の図1乃
至図3に基づいて説明する。DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENT An embodiment of the present invention will be described below with reference to FIGS.
【0013】図示のように、地面に掘削した凹溝1上に
架設して設置する横長杆11は、直角に屈曲するプレー
ト12、13を有する断面がL字状となり、両プレート
12、13に幅方向の長孔14を長さ方向に一定間隔で
設けたアングル材で形成されている。As shown in the figure, a horizontally elongated rod 11 which is installed by being installed on a recessed groove 1 excavated on the ground has an L-shaped cross section having plates 12 and 13 which are bent at right angles. It is made of an angle material in which the long holes 14 in the width direction are provided at regular intervals in the length direction.
【0014】上記横長杆11における両プレート12と
13の内角側の部分に所要数の巻尺15が、長孔14を
利用して取付けた両側一対の支持金具16で着脱自在に
装着されている。A required number of tape measures 15 are removably mounted on the inner angle portions of the plates 12 and 13 of the horizontally long rod 11 by a pair of support metal fittings 16 mounted on both sides of the elongated holes 14.
【0015】支持金具16は、矩形状底板17の隣接す
る二辺上に側壁18、18を設け、底板17に傾斜長孔
19を設けると共に、両側壁18、18に水平の長孔2
0、20を設けて形成され、底板17を水平にプレート
12上に重ね、長孔14と傾斜長孔19の交差部分に挿
通したボルト、ナット21の締付けにより、横長杆11
に固定される。The support fitting 16 has side walls 18 and 18 on two adjacent sides of a rectangular bottom plate 17, inclined bottom holes 19 are formed in the bottom plate 17, and horizontal side holes 2 are provided in both side walls 18 and 18.
0 and 20 are provided, the bottom plate 17 is horizontally stacked on the plate 12, and the horizontally elongated rod 11 is tightened by tightening bolts and nuts 21 inserted at the intersections of the elongated holes 14 and the inclined elongated holes 19.
Fixed to.
【0016】前記巻尺15は巻芯軸22の外周にロール
巻きされ、その先端に錘23が取付けられていると共
に、巻芯軸22の両端が横長杆11に取付けた支持金具
16の長孔20で回動自在に支持されている。The tape measure 15 is wound around the outer circumference of the winding core shaft 22 and has a weight 23 attached to its tip, and both ends of the winding core shaft 22 are elongated holes 20 of a support fitting 16 attached to the laterally elongated rod 11. It is rotatably supported by.
【0017】上記巻芯軸22は、図1に示すように、内
部に組込んだばね(図示省略)により常時伸長する弾性
を付勢された伸縮自在となり、両端に設けた小径軸2
4、24が支持金具16の長孔20によって支持されて
いる。As shown in FIG. 1, the winding core shaft 22 is elastically urged by a spring (not shown) incorporated therein and is elastically extensible, and the small diameter shaft 2 provided at both ends.
4 and 24 are supported by the long holes 20 of the support fitting 16.
【0018】図1(B)に示すように、両側巻尺15の
巻芯軸22を近接して支持するため、二個の支持金具1
6を底板17が重なるように組合せて使用している。As shown in FIG. 1 (B), since the core shafts 22 of the tape measure 15 on both sides are closely supported, the two support fittings 1
6 are used in combination so that the bottom plates 17 overlap.
【0019】巻尺15の巻芯軸22を支持する支持金具
16は、長孔14を利用して横長杆11に着脱自在に取
付けるため、横長杆11に対する巻尺15の位置を長孔
14の間隔で位置調整自在となると共に、両側支持金具
16に対して巻芯軸22は着脱自在となるため、予め多
数の支持金具16を一定間隔の配置で取付けておけば任
意の位置の支持金具16間に巻尺15を装着することが
できる。Since the supporting metal fitting 16 for supporting the winding core shaft 22 of the tape measure 15 is detachably attached to the horizontally long rod 11 by utilizing the long hole 14, the position of the tape measure 15 with respect to the horizontally long rod 11 is arranged at intervals of the long holes 14. Since the position can be adjusted and the core shaft 22 can be attached to and detached from the support fittings 16 on both sides, if a large number of support fittings 16 are attached in advance at regular intervals, the support fittings 16 can be placed between the support fittings 16 at arbitrary positions. A tape measure 15 can be attached.
【0020】前記横長杆11における一方の端部寄りに
は、工事表示板5の取付部26が設けられている。この
取付部26は図1(A)に示すように、横長杆11の水
平プレート12上に長孔14を利用してボルト、ナット
27で取付けたL形金具28で形成され、このL形金具
28と垂直プレート13間に工事表示板5の下部を差込
むことによって起立保持するようになっている。A mounting portion 26 for the construction display plate 5 is provided near one end of the horizontally long rod 11. As shown in FIG. 1A, the mounting portion 26 is formed by an L-shaped metal fitting 28 which is mounted on the horizontal plate 12 of the horizontal rod 11 using a long hole 14 with bolts and nuts 27. By inserting the lower part of the construction display board 5 between the vertical plate 28 and the vertical plate 13, the work display board 5 is held upright.
【0021】この発明の測定装置は上記のような構成で
あり、地中埋設物2の測定を行なうには、図2に示すよ
うに、凹溝1を掘削した地面上に横長杆11を架設配置
し、凹溝1内に設置した被埋設物2の直上に巻尺15が
位置するように、横長杆11の長さ方向の位置を決め、
この状態で巻尺15を引出して垂下させ、先端の錘23
を被埋設物2に当接させれば、巻尺15の目盛を横長杆
11の下面で読取ることにより、地上からの埋設深さを
測定することができる。The measuring apparatus of the present invention has the above-mentioned structure, and in order to measure the underground buried object 2, as shown in FIG. 2, a horizontally elongated rod 11 is erected on the ground where the groove 1 is excavated. Positioning the horizontal rod 11 in the longitudinal direction so that the tape measure 15 is located directly above the embedded object 2 placed in the groove 1.
In this state, pull out the tape measure 15 to hang it down, and
By contacting with the buried object 2, the burial depth from the ground can be measured by reading the scale of the tape measure 15 on the lower surface of the horizontally elongated rod 11.
【0022】図3は被埋設物2とこの被埋設物2が交差
する既存の埋設物2aの上下間隔を同時に測定するた
め、横長杆11に2個の巻尺15を取付け、両巻尺15
を引出して先端を被埋設物2及び既存の埋設物2aに各
々当接させた状態を示し、この状態において、両側巻尺
15の目盛を横長杆11の下面で読取り、両目盛の差に
よって被埋設物2と埋設物2aの上下配置間隔を地上に
おいて測定することができる。In FIG. 3, in order to simultaneously measure the vertical distance between the buried object 2 and the existing buried object 2a at which the buried object 2 intersects, two tape measures 15 are attached to the horizontally long rod 11 and both tape measures 15 are attached.
Shows the state in which the tip is brought into contact with the buried object 2 and the existing buried object 2a, respectively. The vertical spacing between the object 2 and the buried object 2a can be measured on the ground.
【0023】次に、上記測定状態を写真撮影する場合
は、図2と図3で示したように、工事名等所定の事項を
記載した工事表示板5を横長杆11の端部上に取付部2
6を利用して起立状に取付け、測定部分と工事表示板5
を同時に撮影すればよく、測定から撮影まで1人の作業
者で行なえることになる。Next, when taking a photograph of the above-mentioned measurement state, as shown in FIGS. 2 and 3, the construction display plate 5 on which predetermined items such as construction name are described is attached on the end of the horizontally long rod 11. Part 2
Installed upright using 6 and the measurement part and construction display board 5
It suffices to shoot at the same time, and a single operator can perform from measurement to shooting.
【0024】[0024]
【発明の効果】以上のように、この発明によると、横長
杆に取付けた巻尺によって被埋設物の深さの測定が簡単
かつ正確に測定表示でき、複数の巻尺を取付けて使用す
ることにより、地上において被埋設物と他の埋設物との
上下間隔も同時に測定できる。As described above, according to the present invention, the depth of the buried object can be easily and accurately measured and displayed by the tape measure attached to the oblong rod. The vertical distance between the buried object and another buried object can be measured at the same time on the ground.
【0025】また、横長杆上に工事表示板の取付部を設
けたので、測定部の写真撮影時において工事表示板の作
業者による支持が不要になり、測定から写真撮影までが
1人の作業者で行なえ、測定作業の省力化が可能にな
る。[0025] Further, since the construction display plate mounting portion is provided on the horizontally long rod, it is not necessary for the construction display plate to be supported by the operator when taking a photograph of the measuring portion, and one person can perform the work from measurement to photography. It can be performed by a person, and the measurement work can be saved.
【図1】(A)はこの発明に係る測定装置の斜視図、
(B)は同上における巻尺部分の拡大平面図FIG. 1A is a perspective view of a measuring device according to the present invention,
(B) is an enlarged plan view of the tape measure portion in the same as above.
【図2】測定装置の使用状態を示す縦断正面図FIG. 2 is a vertical sectional front view showing a usage state of the measuring device.
【図3】測定装置を用いた上下間隔の測定状態を示す縦
断正面図FIG. 3 is a vertical sectional front view showing a measurement state of a vertical interval using a measuring device.
【図4】従来の測定方法を示す縦断正面図FIG. 4 is a vertical sectional front view showing a conventional measuring method.
11 横長杆 15 巻尺 16 支持金具 22 巻芯軸 26 取付部 11 Horizontal rod 15 Tape measure 16 Support metal fitting 22 Core shaft 26 Mounting part
Claims (1)
凹溝上に架設配置する横長杆に、巻取りと引出しが可能
となる所要数の巻尺を、横長杆の長さ方向に位置調整が
自在となるよう取付け、前記横長杆に工事表示板の取付
部を設けた地中埋設物の埋設状態測定装置。1. A laterally long rod placed over a concave groove excavated in the ground for burying an object to be buried is provided with a required number of tape measures capable of winding and drawing out, and its position is adjusted in the longitudinal direction of the lateral rod. An embedding condition measuring device for underground embedding, which is mounted so that it can be freely mounted and is provided with a mounting portion for a construction display plate on the horizontal rod.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP4250976A JPH06185902A (en) | 1992-09-21 | 1992-09-21 | Buried state measuring equipment for underground buried object |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP4250976A JPH06185902A (en) | 1992-09-21 | 1992-09-21 | Buried state measuring equipment for underground buried object |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| JPH06185902A true JPH06185902A (en) | 1994-07-08 |
Family
ID=17215828
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP4250976A Pending JPH06185902A (en) | 1992-09-21 | 1992-09-21 | Buried state measuring equipment for underground buried object |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH06185902A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR100598077B1 (en) * | 2005-12-13 | 2006-07-10 | (주)에이프러스씨엠디엔씨건축사사무소 | Underground buried high voltage cable location and depth display in residential complex |
| KR101585658B1 (en) * | 2015-10-29 | 2016-01-15 | (주)그린공간정보 | Device for surveying underground facility |
Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS5080159A (en) * | 1973-11-14 | 1975-06-30 | ||
| JPH02610B2 (en) * | 1983-11-25 | 1990-01-08 | Matsushita Electric Ind Co Ltd |
-
1992
- 1992-09-21 JP JP4250976A patent/JPH06185902A/en active Pending
Patent Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS5080159A (en) * | 1973-11-14 | 1975-06-30 | ||
| JPH02610B2 (en) * | 1983-11-25 | 1990-01-08 | Matsushita Electric Ind Co Ltd |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR100598077B1 (en) * | 2005-12-13 | 2006-07-10 | (주)에이프러스씨엠디엔씨건축사사무소 | Underground buried high voltage cable location and depth display in residential complex |
| KR101585658B1 (en) * | 2015-10-29 | 2016-01-15 | (주)그린공간정보 | Device for surveying underground facility |
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