JP2530013Y2 - Rod measuring device for inspection of concrete casting surface - Google Patents

Rod measuring device for inspection of concrete casting surface

Info

Publication number
JP2530013Y2
JP2530013Y2 JP1992028614U JP2861492U JP2530013Y2 JP 2530013 Y2 JP2530013 Y2 JP 2530013Y2 JP 1992028614 U JP1992028614 U JP 1992028614U JP 2861492 U JP2861492 U JP 2861492U JP 2530013 Y2 JP2530013 Y2 JP 2530013Y2
Authority
JP
Japan
Prior art keywords
main body
height
measuring device
marker
rod measuring
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 - Fee Related
Application number
JP1992028614U
Other languages
Japanese (ja)
Other versions
JPH0618914U (en
Inventor
久男 佐藤
Original Assignee
久男 佐藤
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 久男 佐藤 filed Critical 久男 佐藤
Priority to JP1992028614U priority Critical patent/JP2530013Y2/en
Publication of JPH0618914U publication Critical patent/JPH0618914U/en
Application granted granted Critical
Publication of JP2530013Y2 publication Critical patent/JP2530013Y2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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  • On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)

Description

【考案の詳細な説明】[Detailed description of the invention]

【0001】[0001]

【産業上の利用分野】本考案はコンクリート打設面が設
定面に一致しているか否かを検査するための測桿装置に
関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a rod measuring device for inspecting whether or not a concrete casting surface matches a set surface.

【0002】[0002]

【従来の技術】例えば床面をコンクリート仕上げする場
合、従来はコンクリート打設後、硬化前に作業者が所要
箇所に立って測桿を突き立て、もう一人の作業者がレベ
ルで測桿に設けた目印の高さを測定し、高すぎるコンク
リート打設面を設定面の高さまで削り取る作業を繰り返
して、水平な床面を形成するようにして来た。
2. Description of the Related Art For example, in the case of concrete finishing of a floor surface, conventionally, after concrete is poured, an operator stands at a required place and pushes up a measuring rod before hardening, and another worker sets the measuring rod at a level. The height of the mark was measured, and the work of scraping the excessively high concrete casting surface to the height of the set surface was repeated to form a horizontal floor surface.

【0003】検査前のコンクリート床面は設定面通りか
或いは設定面より高いかのいずれかであり、設定面より
低いということは殆んどあり得ないのであるが、前記の
ように削り取ってその都度印をつける作業は面倒であ
り、打設後硬化前の限られた時間内に完了し、その後必
要な修正作業を実施しなければならず、熟練とタイミン
グが要求される作業であった。
[0003] The concrete floor surface before the inspection is either as set or higher than the set surface, and it is almost impossible to be lower than the set surface. The work of marking each time was troublesome, and was completed within a limited time before casting and before hardening, after which necessary correction work had to be performed, which required skill and timing.

【0004】[0004]

【考案が解決しようとする課題】本考案は前記の点に着
目してなされたもので、その課題とするところはコンク
リート打設面が設定面通りの高さにあるか否かを容易か
つ迅速に検査しかつまた設定面に合わせるにはどれだけ
削ったら良いかの印を簡単につけることができるように
することにある。
SUMMARY OF THE INVENTION The present invention has been made in view of the above points, and the problem is to easily and quickly determine whether or not the concrete casting surface is at the height as set. The purpose of the present invention is to make it easy to mark how much should be cut and inspected in order to match the set surface.

【0005】[0005]

【課題を解決するための手段】本考案は前記の課題を解
決するため、垂直に使用する、管状の構造を有する本体
1と、その管の軸周りに回転可能に本体下端部に設けら
れ、未硬化のコンクリート打設面に接触し、回転により
水平な掘削面Sを掘削することにより設定面の高さを示
すために、本体1に設けた回転軸と直角な下面10を有
する羽根状の回転マーカ2、及びマーカ2を駆動する駆
動手段13のためのスイッチ22と、未硬化のコンクリ
ート打設面に突き刺し可能な下端部3を有し、この下端
部3が前記マーカ2より突出可能に本体内に嵌挿され、
かつ突出量規定手段4により任意長さ突出した状態で本
体1に支えられる探深桿5と、回転マーカ2による掘削
面が設定面の高さと一致するように、レベルLによって
本体1の高さを一定にするため本体上部に設けられた墨
出し用の目標6とを有し、目標6として、レベルLから
発射される光線を受光する受光器19と、設定高に対す
る高低差を示す上向き、下向きの目印からなる表示部2
0とを設けるという手段を講じたものである。
SUMMARY OF THE INVENTION In order to solve the above-mentioned problems, the present invention provides a main body 1 having a tubular structure, which is used vertically, and is provided at a lower end portion of the main body so as to be rotatable around the axis of the pipe. contacting the concrete設面uncured by rotation
In order to indicate the height of the set surface by excavating the horizontal excavation surface S, a lower surface 10 perpendicular to the rotation axis provided on the main body 1 is provided.
Wing-shaped rotating marker 2 , and a drive for driving the marker 2
It has a switch 22 for the moving means 13 and a lower end 3 which can pierce the uncured concrete casting surface, and this lower end 3 is inserted into the main body so as to be able to protrude from the marker 2,
The depth rod 5 supported by the main body 1 in a state where the main body 1 is protruded by an arbitrary length by the protruding amount defining means 4 and the height of the main body 1 by the level L so that the excavation surface by the rotary marker 2 matches the height of the set surface. Has a target 6 for blackout provided at the upper part of the main body in order to make the constant, a light receiver 19 for receiving a light beam emitted from the level L as the target 6, and an upward direction indicating a height difference with respect to a set height, Display unit 2 consisting of a downward mark
A means of providing 0 is adopted.

【0006】[0006]

【実施例】以下図面を参照して説明する。図1に本案装
置Aの全体を使用状況とともに示す。図中Fはコンクリ
ート打設面である未硬化の床面、Lは本案装置Aの高さ
を一定にするためのレベルであり、例えばレーザ光を用
いた測定光線Bを装置本体へ発射する。
BRIEF DESCRIPTION OF THE DRAWINGS FIG. FIG. 1 shows the entirety of the device A of the present invention together with the state of use. In the figure, F is an uncured floor surface which is a concrete casting surface, and L is a level for keeping the height of the device A of the present invention constant. For example, a measuring beam B using a laser beam is emitted to the device body.

【0007】本体1は使用者Pが手で支えて垂直に使用
するもので、直管状の構造を有する。この本体1は、従
来の直状の棒材を赤白に塗り分け、測量に用いられた測
桿と同程度の大きさが扱い易くて良い。
The main body 1 is used vertically by the user P while supporting it by hand and has a straight tubular structure. The main body 1 may be easy to handle with the same size as the rod used for surveying, with a conventional straight bar painted red and white.

【0008】回転マーカ2が本体1の下端に、管状構造
の軸回りに回転可能に設けられる。該マーカ2は管軸7
の下端に一体に取付けられ、管軸7は本体内に嵌挿さ
れ、本体下端部とその上部に取り付けられた軸受け8、
9によって回転可能に本体1に軸支される。
A rotation marker 2 is provided at the lower end of the main body 1 so as to be rotatable around the axis of the tubular structure. The marker 2 is a tube shaft 7
The pipe shaft 7 is fitted into the main body, and the lower end of the main body and a bearing 8 attached to the upper part thereof are attached to the lower end of the main body.
9 rotatably supported by the main body 1.

【0009】回転マーカ2は1枚または複数枚の半径方
向の羽根からなり、回転により、水平な掘削面Sが得ら
れるように羽根は回転軸と直角に設けられた下面10を
有する(図2参照)。
The rotary marker 2 comprises one or more radial blades, and the blades have a lower surface 10 provided at right angles to the rotation axis so that a horizontal excavation surface S is obtained by rotation (FIG. 2). reference).

【0010】回転マーカ2は管軸7の上部に設けられた
ギヤ11と噛合うギヤ12を有する駆動手段13のモー
タにより回転する。14はモータを本体1に取り付けた
取り付け台、15はギヤボックスで、ギヤ噛合用の窓口
16を有する。
The rotary marker 2 is rotated by a motor of a driving means 13 having a gear 12 which meshes with a gear 11 provided above the pipe shaft 7. Reference numeral 14 denotes a mounting base on which the motor is mounted on the main body 1, and 15 denotes a gear box, which has a window 16 for gear engagement.

【0011】探深桿5は、下端部3を未硬化のコンクリ
ート打設面に突き刺して下地Uに突き立てるもので(図
4参照)、下地Uの凹凸に合わせて上下させるため、本
体1の下部にマーカ2より突出可能に設けられる(図
2、図3)。
[0013] The probe rod 5 pierces the lower end portion 3 into the uncured concrete casting surface and protrudes against the base U (see FIG. 4). Are provided so as to protrude from the marker 2 (FIGS. 2 and 3).

【0012】例示の探深桿5は、前記管軸7の内部に上
下動可能に嵌挿されており、本体1または管軸7に設け
られた振れ止め17により軸心上を上下するように支え
られる。
The illustrated depth-finding rod 5 is inserted into the tube shaft 7 so as to be vertically movable, and is moved up and down on the axis by a steady rest 17 provided on the main body 1 or the tube shaft 7. Supported.

【0013】この探深桿5は、高さが一定に保持される
本体1に対して、相対的に上下動可能であると同時に、
下端部3が下地Uに突き当った突出位置で本体1に支え
られるように、突出量規定手段4が本体1との間に設け
られる。
The tracing rod 5 can be moved up and down relatively with respect to the main body 1 whose height is kept constant.
A projecting amount defining means 4 is provided between the main body 1 and the main body 1 so that the lower end 3 is supported by the main body 1 at a projecting position where the lower end 3 abuts on the base U.

【0014】例示の突出量規定手段4は、本体長手方向
に沿って開口された長孔18の上部の本体側面に取り付
けられた止ねじ4aと、長孔18から探深桿5に、それ
と一体に上下動可能に設けられ、止ねじ4aによって所
定高さに止められる停止片4bとからなる。4cは止ね
じ4aを螺合させるめねじで、本体1に取り付けた取り
付け部材4bに形成されている。
The exemplary projecting amount defining means 4 includes a set screw 4a attached to a side surface of the main body above a long hole 18 opened along the longitudinal direction of the main body, and an integral part thereof with the deep rod 5 from the long hole 18. And a stop piece 4b which is provided to be movable up and down and is fixed at a predetermined height by a set screw 4a. Reference numeral 4c denotes a female screw for screwing the set screw 4a, which is formed on the mounting member 4b mounted on the main body 1.

【0015】突出量は前記停止片4bが上下できる長孔
18の長さの範囲で調節可能であるが、長孔18の長さ
は30cmあれば十分である。また突出量規定手段4は
止ねじ4aと停止片4bによらなければない訳ではな
い。例えば停止片自体におねじを設けてナットで本体側
面に締めつける方法、或いは図3の止ねじをピストンシ
リング機構に代える方法その他の公知の手段方法を採用
可能である。
The amount of protrusion can be adjusted within the range of the length of the long hole 18 in which the stop piece 4b can move up and down, but it is sufficient if the length of the long hole 18 is 30 cm. Further, the protrusion amount defining means 4 does not have to depend on the set screw 4a and the stop piece 4b. For example, a method in which a screw is provided on the stop piece itself and fastened to the side surface of the main body with a nut, a method in which the set screw in FIG. 3 is replaced with a piston sealing mechanism, or other known means can be adopted.

【0016】本体上部には墨出し用の目標6が設けられ
る。実施例の場合レベルL用測定手段にレーザ光線を用
いているので、目標6としてもレーザ光線の受光部を有
する受光器19が使用される。そして設定高に対する高
低差が上向き、下向きの矢印からなる表示部20に表示
されるのである(図1)。受光器19は市販品を本体1
に取付ても良い。
A target 6 for marking out is provided on the upper part of the main body. In the case of the embodiment, since a laser beam is used for the level L measuring means, a light receiver 19 having a laser beam receiving section is also used as the target 6. Then, the height difference with respect to the set height is displayed on the display unit 20 including upward and downward arrows (FIG. 1). The receiver 19 is a commercially available main unit 1
It may be attached to.

【0017】各図中、21は駆動手段13等の電源装
置、22は同スイッチで、押している間、回転マーカ2
を回転させることができる。23は本体1の垂直を確か
める気泡管を示す。
In each of the figures, reference numeral 21 denotes a power supply device such as the driving means 13 and 22 denotes the same switch.
Can be rotated. Reference numeral 23 denotes a bubble tube for confirming the verticality of the main body 1.

【0018】このように構成された本案装置Aは、打設
後未硬化状態のコンクリート床面Fに例えば縦横格子状
に測定線を設定し、その交点を検査点として探深桿5の
下端部3をコンクリート床面Fに突き立て、下端部3が
下地Uに当接しているのを確めながら本体を相対的に上
下させ、レベラLにより本体1が一定高さになったとき
の突出位置で探深桿5を突出量規定手段4により固定
し、かつスイッチ22を押してマーカ2を回転させる。
In the thus constructed apparatus A of the present invention, a measuring line is set, for example, in a vertical and horizontal lattice on the concrete floor F in an uncured state after casting, and the intersection of the measuring lines is used as an inspection point to form the lower end portion of the deep rod 5. 3 is pushed up against the concrete floor F, and the main body is relatively moved up and down while confirming that the lower end portion 3 is in contact with the groundwork U. The projecting position when the main body 1 is at a constant height by the leveler L Then, the search rod 5 is fixed by the projection amount defining means 4 and the switch 22 is pressed to rotate the marker 2.

【0019】すると回転マーカ2により未硬化コンクリ
ートを削り取ることができ、かつ削り取られた掘削面S
は水平面となりその床の設定面に一致する。よって凹み
になっている掘削面Sを基準としてその周囲を設定面の
高さまで削ることにより床面Fの全体が設定面と同じ高
さに修正される訳である。図1に削られた検査点2
円形で示す。なお、回転マーカ2により掘削面を形成す
る作業とその周囲を削る作業は別々に行なう方が効率が
良い。
Then, the uncured concrete can be scraped off by the rotating marker 2 and the cut-out surface S
Becomes a horizontal plane and coincides with the setting surface of the floor. Therefore, the entire floor surface F is corrected to the same height as the set surface by shaving the periphery of the excavated surface S that is recessed to the height of the set surface. The test points 2 4 scraped in Figure 1 shows a circular. It is more efficient to separately perform the operation of forming the excavated surface with the rotary marker 2 and the operation of shaving the periphery thereof.

【0020】[0020]

【考案の効果】本考案は以上の如く構成されかつ作用す
るものであるから探深桿5を検査点に突き立て、目標6
の表示部20の目印に合わせて本体1の高さを一定高さ
にするだけで、設定面の高さに対する検査点の高さの差
を容易かつ正確に知ることができ、かつまたスイッチ2
2を操作して直ちに回転マーカ2を回転させ、検査点の
コンクリートを削り取り水平な掘削面Sを形成すること
により検査点の高さを修正し設定面の高さに合わせるこ
とができるので、作業性が著しく良好であり、熟練を要
することなく迅速にコンクリートを打設面を修正するこ
とができる効果を奏する。
[Effects of the Invention] Since the present invention is constructed and operates as described above, the probe 5 is pushed to the inspection point and the target 6
By simply setting the height of the main body 1 to a constant height in accordance with the mark of the display unit 20, the difference between the height of the inspection point and the height of the setting surface can be easily and accurately known, and the switch 2
2 is operated to rotate the rotary marker 2 can be immediately matched to the height of the setting plane modifies the height of the inspection points by Rukoto form a horizontal drilling surface S of Ri Kezurito the concrete test point Therefore, the workability is remarkably good, and there is an effect that the concrete placing surface can be quickly modified without requiring skill.

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

【図1】本案装置の実施例を使用状態とともに示す斜視
図。
FIG. 1 is a perspective view showing an embodiment of the present invention device together with a use state.

【図2】本体下部を一部破断して示す拡大側面図。FIG. 2 is an enlarged side view showing a lower part of the main body in a partially broken manner.

【図3】本体中間部を一部破断して示す拡大側面図。FIG. 3 is an enlarged side view showing a middle part of the main body partially broken away.

【図4】使用状態の説明図。FIG. 4 is an explanatory diagram of a use state.

Claims (4)

(57)【実用新案登録請求の範囲】(57) [Scope of request for utility model registration] 【請求項1】 コンクリート打設面が設定面に一致して
いるか否かを検査するための測桿装置であって、垂直に
使用する、管状の構造を有する本体1と、その管の軸周
りに回転可能に本体下端部に設けられ、未硬化のコンク
リート打設面に接触し、回転により水平な掘削面Sを
削することにより設定面の高さを示すために、本体1に
設けた回転軸と直角な下面10を有する羽根状の回転マ
ーカ2、及びマーカ2を駆動する駆動手段13のための
スイッチ22と、未硬化のコンクリート打設面に突き刺
し可能な下端部3を有し、この下端部3が前記マーカ2
より突出可能に本体内に嵌挿され、かつ突出量規定手段
4により任意長さ突出した状態で本体1に支えられる探
深桿5と、回転マーカ2による掘削面が設定面の高さと
一致するように、レベルLによって本体1の高さを一定
にするため本体上部に設けられた墨出し用の目標6とを
有し、目標6として、レベルLから発射される光線を受
光する受光器19と、設定高に対する高低差を示す上向
き、下向きの目印からなる表示部20とを設けたことを
特徴とするコンクリート打設面の検査用測桿装置。
1. The concrete casting surface coincides with a setting surface.
A rod measuring device for inspecting whether or not there is a non-hardened concrete strut which is provided at a lower end of a main body 1 which is vertically used and has a tubular structure and is rotatable around the axis of the pipe. In order to indicate the height of the set surface by contacting the installation surface and digging a horizontal excavation surface S by rotation, a blade-like shape having a lower surface 10 perpendicular to a rotation axis provided on the main body 1 is shown . A rotating marker 2 and a driving means 13 for driving the marker 2
It has a switch 22 and a lower end 3 that can pierce the uncured concrete casting surface.
The excavation surface formed by the rotary marker 2 and the digging surface 5 supported by the main body 1 while being inserted into the main body so as to be able to protrude and protruding by an arbitrary length by the protruding amount defining means 4 coincide with the height of the setting surface. As described above, the target 6 for marking is provided on the upper part of the main body in order to make the height of the main body 1 constant according to the level L, and the light receiver 19 for receiving the light beam emitted from the level L as the target 6 And a display unit 20 comprising upward and downward marks indicating a height difference with respect to a set height.
【請求項2】 突出量規定手段4は、本体長手方向に沿
って開口した長孔18の上部に設けた止ねじ4aと、前
記長孔18から探深悍5にそれと一体に上下動可能に設
けられ、前記止ねじ4aによって所定の高さに止められ
る停止片4bとからなる請求項第1項記載のコンクリー
ト打設面の検査用測桿装置。
2. A protruding amount defining means 4 is provided with a set screw 4a provided on an upper portion of an elongated hole 18 opened along the longitudinal direction of the main body, and can be vertically moved integrally with the detecting hole 5 from the elongated hole 18. The rod measuring device for inspecting a concrete placing surface according to claim 1, further comprising a stop piece (4b) provided and stopped at a predetermined height by said set screw (4a).
【請求項3】 回転マーカ2を駆動するモータが本体1
に取り付けられている請求項第1記載のコンクリート打
設面の検査用測桿装置。
3. A motor for driving the rotation marker 2 is provided on the main body 1.
The rod measuring device for inspecting a concrete casting surface according to claim 1, wherein the rod measuring device is attached to a surface.
【請求項4】 本体1はその傾きを修正するための気泡
管23を有する請求項第1記載のコンクリート打設面の
検査用測桿装置。
4. The rod measuring device for inspecting a concrete casting surface according to claim 1, wherein the main body 1 has a bubble tube 23 for correcting its inclination.
JP1992028614U 1992-04-03 1992-04-03 Rod measuring device for inspection of concrete casting surface Expired - Fee Related JP2530013Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1992028614U JP2530013Y2 (en) 1992-04-03 1992-04-03 Rod measuring device for inspection of concrete casting surface

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1992028614U JP2530013Y2 (en) 1992-04-03 1992-04-03 Rod measuring device for inspection of concrete casting surface

Publications (2)

Publication Number Publication Date
JPH0618914U JPH0618914U (en) 1994-03-11
JP2530013Y2 true JP2530013Y2 (en) 1997-03-26

Family

ID=12253441

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1992028614U Expired - Fee Related JP2530013Y2 (en) 1992-04-03 1992-04-03 Rod measuring device for inspection of concrete casting surface

Country Status (1)

Country Link
JP (1) JP2530013Y2 (en)

Family Cites Families (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS57164410U (en) * 1981-04-10 1982-10-16
JPH0425615Y2 (en) * 1985-01-23 1992-06-19
JPS6262209U (en) * 1985-10-07 1987-04-17
JPS6361912A (en) * 1986-09-02 1988-03-18 Sotsukishiya:Kk Level setting method using rotary irradiation type leveling machine
JPH0191215U (en) * 1987-12-09 1989-06-15
JPH0524576Y2 (en) * 1988-09-20 1993-06-22

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JPH0618914U (en) 1994-03-11

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