JPH06167113A - Adjustment of placed concrete level - Google Patents

Adjustment of placed concrete level

Info

Publication number
JPH06167113A
JPH06167113A JP13592892A JP13592892A JPH06167113A JP H06167113 A JPH06167113 A JP H06167113A JP 13592892 A JP13592892 A JP 13592892A JP 13592892 A JP13592892 A JP 13592892A JP H06167113 A JPH06167113 A JP H06167113A
Authority
JP
Japan
Prior art keywords
concrete
level
tripod
tripods
height
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.)
Granted
Application number
JP13592892A
Other languages
Japanese (ja)
Other versions
JP3177791B2 (en
Inventor
Akira Muroboshi
晃 室星
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 JP13592892A priority Critical patent/JP3177791B2/en
Publication of JPH06167113A publication Critical patent/JPH06167113A/en
Application granted granted Critical
Publication of JP3177791B2 publication Critical patent/JP3177791B2/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)

Abstract

PURPOSE:To obtain an adjusting method of concrete level by which there is no deviation in placed concrete volume and even a non-professional can easily and accurately level the placed concrete plane on a floor face. CONSTITUTION:A number of tripods 1 which can move up and down a disc 3 connected downward together with the vertical movement of a catch 2 are arranged evenly on a floor face 4. A light receiver 6 is attached to the catch 2 every tripod 1, 1,... by turns by means of a magnet. The height of respective discs 3 is adjusted by the received level of laser beam 5a from a transmitter 5 erected at the nearby position of the floor face 4 to obtain a required placed concrete level. While placing concrete 7 on the floor face at the state that the light receiver 6 is attached to the tripod 1a at the almost center of floor face 4 and laser beam 5a is received from the transmitter 5, the placed face 8 of concrete is made flat by regarding the height of the discs 3, 3,... of respective tripods 1, 1... as the basic level of the concrete floor face.

Description

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

【0001】[0001]

【産業上の利用分野】本発明は、ビル建設等における床
面に打設すべきコンクリートの平面レベルを容易且つ正
確にとるようにしたコンクリート打設面のレベル調整工
法に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for adjusting the level of a concrete placing surface, which is capable of easily and accurately taking a plane level of concrete to be placed on a floor surface in building construction.

【0002】[0002]

【従来の技術】従来、ビル建設等における床面にコンク
リートを打設する場合、その平面レベルをとるには、所
定レベルに糸を張ってこれを基準にコンクリートを流し
込むか、コンクリートを目分量で流し、適宜の箇所に作
業員が控えてレベル計測器を立て、コンクリートを打設
すべき床に他の作業員がスタッフを立てて、その場その
場で打設したコンクリートの平面レベルを調整するよう
にしていた。
2. Description of the Related Art Conventionally, when placing concrete on a floor surface in building construction or the like, in order to obtain the level of the floor, a string is stretched to a predetermined level and the concrete is poured into the floor, or the concrete is divided by a predetermined amount. Sinking, the worker sets up a level measuring instrument at an appropriate place, and another worker stands on the floor where concrete should be placed, and adjusts the level of concrete cast on the spot. Was doing.

【0003】[0003]

【発明が解決しようとする課題】ところが、上記の床レ
ベルのとり方は非常に厄介であるばかりか、相当の熟練
者でもバラツキなくとるのは困難であり、レベル調整中
は手が離せないから、他の作業を平行して行うことがで
きず、またコンクリートの打設高さを調整するために靴
で入って均し作業をすると、打設したコンクリートが上
下動するため、レベルが変わるという不都合がある。こ
の場合、床面上のコンクリート量が変動するから、タン
ピングしても打設コンクリートの平面レベルはばらつき
を生じたままとなる。
However, not only is it difficult to take the floor level described above, but it is difficult for even a fairly skilled person to take it without variation, and the hands cannot be released during the level adjustment. Other work cannot be done in parallel, and if you put in shoes and level the concrete to adjust the pouring height of the concrete, the placed concrete will move up and down, and the level will change. There is. In this case, since the amount of concrete on the floor surface fluctuates, even if tamping is performed, the plane level of the poured concrete remains varied.

【0004】本発明は、このような事情に鑑みてなされ
たもので、打設コンクリート量にバラツキがなく、且つ
床面への打設コンクリートの平面レベルを素人でも容易
且つ正確にとることができる新規なコンクリート打設面
のレベル調整工法を提供することを目的とする。
The present invention has been made in view of such circumstances, and there is no variation in the amount of poured concrete, and the level of the poured concrete on the floor can be easily and accurately taken by an amateur. The purpose is to provide a new method for adjusting the level of a concrete placing surface.

【0005】[0005]

【課題を解決するための手段】以上の課題を解決するた
めに、本発明のコンクリート打設面のレベル調整工法
は、上端にハンドル2aで昇降操作可能なキャッチ2を
有し、このキャッチ2の昇降と共に下方に連結した円盤
3を上下動し得る三脚1、1…を多数用意してこれらの
三脚1をコンクリートを打設すべき床面4に略均等に配
置すると共に、前記コンクリートを打設すべき床面4の
近傍に左右水平方向に回動可能なレーザ光線5aによる
発振器5を設置し、1台の磁石付き受光器6を前記床面
4に設置した各三脚1、1…ごとに前記キャッチ2に対
して磁石で順繰りに付着して前記発振器5からのレーザ
光線5aの受光高さレベルによって前記円盤3の高さを
調整して所望の打設コンクリートレベルに設定し、各三
脚1、1…の円盤3の高さ設定が終了したところで、前
記床面4の略中央の三脚1aに前記受光器6を設置した
まま前記発振器5からのレーザ光線5aを受光した状態
で前記床面4にコンクリート7を流し込みながら各三脚
1、1…の円盤3、3…の高さをコンクリート床面の基
準レベルとしてコンクリート打設面8を平坦に均した
後、全部の三脚1、1…を取り去って前記コンクリート
打設面8をタンピングにより締め固めると共に、前記三
脚1、1…を取り去った後に生じた三脚1、1…の足跡
9はタンピングにより埋め均すようにしたものである。
In order to solve the above problems, the method for adjusting the level of a concrete placing surface according to the present invention has a catch 2 which can be moved up and down by a handle 2a at the upper end thereof. A large number of tripods 1, 1 ... Which can vertically move a disc 3 connected downward as they are moved up and down are prepared, and the tripods 1 are arranged substantially evenly on a floor surface 4 on which concrete is to be placed, and the concrete is placed. An oscillator 5 by a laser beam 5a which can be rotated horizontally in the horizontal direction is installed in the vicinity of a floor surface 4 to be installed, and one photoreceiver 6 with a magnet is installed on the floor surface 4 for each tripod 1, 1, ... A magnet is sequentially attached to the catch 2, and the height of the disk 3 is adjusted according to the height of the laser beam 5a received from the oscillator 5 to set a desired pouring concrete level. Disk 1 of 1 ... When the height setting is completed, while pouring concrete 7 on the floor surface 4 while receiving the laser beam 5a from the oscillator 5 with the light receiver 6 installed on the tripod 1a at the substantially center of the floor surface 4, After leveling the concrete placing surface 8 with the height of the disks 3, 3 of each tripod 1, 1 ... as the reference level of the concrete floor surface, all the tripods 1, 1 ... are removed and the concrete placing surface is removed. 8 is compacted by tamping, and footprints 9 of the tripods 1, 1 ... After removing the tripods 1, 1, ...

【0006】[0006]

【作用】上記構成において、三脚1、1…は上端に昇降
操作可能なキャッチ2を有し、円盤3はキャッチ2の昇
降と共に上下動して三脚1の設置床面4からの高さを変
動する。発振器5は左右水平方向に回動可能であって、
レーザ光線5aを一定高さに発射する。三脚1、1…の
各キャッチ2に対しては受光器6の磁石部分を付着して
設置することができる。各受光器6に発振器5からのレ
ーザ光線5aを発射すると、受光器6の高さ、即ち受光
器6を支持したキャッチ2の昇降に応じて上下動する円
盤3の床面4からの高さを計測することができる。従っ
て、コンクリート7を打設すべき床面4に複数の三脚
1、1…を設置し、その近傍に設置した発振器5から発
射されるレーザ光線5aに合わせて受光器5の高さ調節
をし、それに応じて各三脚1、1…の円盤3の床面4か
らの高さを一様に所定のコンクリート床レベルに設定す
ることが可能となる。
In the above structure, the tripods 1, 1 ... Have a catch 2 that can be moved up and down, and the disk 3 moves up and down as the catch 2 moves up and down to change the height of the tripod 1 from the floor 4. To do. The oscillator 5 is rotatable horizontally and horizontally,
The laser beam 5a is emitted at a constant height. The magnet portion of the light receiver 6 can be attached to each catch 2 of the tripod 1, 1 ,. When the laser beam 5a from the oscillator 5 is emitted to each light receiver 6, the height of the light receiver 6, that is, the height from the floor surface 4 of the disk 3 that moves up and down according to the elevation of the catch 2 that supports the light receiver 6. Can be measured. Therefore, a plurality of tripods 1, 1, ... Are installed on the floor surface 4 on which the concrete 7 is to be placed, and the height of the light receiver 5 is adjusted according to the laser beam 5a emitted from the oscillator 5 installed in the vicinity thereof. Accordingly, the heights of the disks 3 of the tripods 1, 1, ... From the floor surface 4 can be uniformly set to a predetermined concrete floor level.

【0007】ただし、総ての円盤3のレベル設定が終わ
った後でも床面4の略中央の三脚1aは受光器6を付け
た状態で残しておき、後に打設されるコンクリート7の
重量によるレベル変化を計測するようにする。
However, even after the level setting of all the disks 3 is completed, the tripod 1a at the substantially center of the floor 4 is left with the light receiver 6 attached, and the weight of the concrete 7 to be cast later is set. Try to measure level changes.

【0008】受光器6は一台で良く、床面4に設置した
各三脚1、1…のキャッチ2に対し順繰りに付着して各
円盤3の高さを設定していく。
One light receiver 6 may be provided, and the catches 2 of the tripods 1, 1, ... Installed on the floor surface 4 are sequentially attached to set the height of each disk 3.

【0009】本発明は、このように設定した各円盤3の
高さを基準として床面4にコンクリート7を流し込む。
各円盤3間の打設コンクリート7は上面をかっぱくこと
により平坦に均す。この均し作業により、床面4上に打
設されるコンクリートの総量が決定される。均しが終わ
ると三脚1、1…を取り去り、三脚1、1…の下部のみ
ならず全コンクリート打設面をタンピングし、特にコン
クリート打設面8の後に残った三脚1、1…の足跡9、
9…をタンピングにより埋め均す。
According to the present invention, the concrete 7 is poured onto the floor surface 4 with the height of each disk 3 thus set as a reference.
The cast concrete 7 between the disks 3 is leveled flat by scraping the upper surface. By this leveling work, the total amount of concrete cast on the floor surface 4 is determined. When the leveling is finished, the tripods 1, 1 ... are removed, and not only the lower part of the tripods 1, 1 ... but also the entire concrete placing surface is tamped, especially the footprints 9 of the tripods 1, 1 ... remaining after the concrete placing surface 8. ,
9 ... is filled up by tamping.

【0010】[0010]

【実施例】以下、本発明の実施例を図面を参照しながら
説明する。
Embodiments of the present invention will be described below with reference to the drawings.

【0011】図1(a) 〜(d) は本発明のコンクリート打
設面のレベル調整工法を工程順に示した側面図である。
FIGS. 1 (a) to 1 (d) are side views showing, in the order of steps, a method for adjusting the level of a concrete placing surface of the present invention.

【0012】図に示す三脚1は上端にハンドル2aで支
持棒2bを上下動することにより支持棒2bの上端に固
着したを昇降可能とし、支持棒2bの下端には円盤3を
固着してあり、キャッチ2の昇降と共に上下動するもの
である。このキャッチ2上には受光器6を該受光器6の
下面に設けた磁石を用いて着脱自在に付着することがで
きる。この三脚1はコンクリートを打設すべき床面4に
対して10個程容易しておく。また、受光器6は一台で
良い。
In the tripod 1 shown in the drawing, the handle 2a moves the support rod 2b up and down so that the support rod 2b fixed to the upper end can be moved up and down, and the disk 3 is fixed to the lower end of the support rod 2b. , As the catch 2 moves up and down, it moves up and down. The light receiver 6 can be detachably attached to the catch 2 by using a magnet provided on the lower surface of the light receiver 6. About ten of these tripods 1 are easily made to the floor surface 4 on which concrete is to be placed. Also, the number of the light receiver 6 may be one.

【0013】発振器5はレーザ光線5aを発射可能にさ
れ、三脚1と同様のキャッチ2上に固着することができ
るが、発振器5の設置高さは変動がないように一定の高
さに固定しておく。
The oscillator 5 is capable of emitting a laser beam 5a and can be fixed on a catch 2 similar to the tripod 1. However, the installation height of the oscillator 5 is fixed to a fixed height so as not to change. Keep it.

【0014】このような三脚1、発振器5、受光器6を
用いて本発明を実施するには、まず、図1(a) に示すよ
うに、コンクリート7を打設すべき床面4上に予め用意
した10個程の三脚1、1…を略均等に設置すると共
に、床面4の近傍に一台の発振器5を設置する。そし
て、床面4に配置した三脚1のキャッチ2上に、一台の
受光器6を発振器5の方向に向けた状態で磁石を介して
付着する。
In order to carry out the present invention using such a tripod 1, an oscillator 5 and a light receiver 6, first, as shown in FIG. 1 (a), concrete 7 is placed on a floor surface 4 to be cast. About ten tripods 1, 1 ... Prepared in advance are installed substantially evenly, and one oscillator 5 is installed near the floor surface 4. Then, on the catch 2 of the tripod 1 arranged on the floor 4, one light receiver 6 is attached via a magnet in a state where it is directed toward the oscillator 5.

【0015】次いで、発振器5からレーザ光線5aを発
射して受光器6に当て、ハンドル2を回すことによって
円盤3の高さを上下動し、円盤3が所定のコンクリート
床面に位置したところの受光器6のレベルを標準レベル
Lと定める。その後、受光器6を取り外してから隣の三
脚1上のキャッチ2に取り付け、再びこの受光器6に発
振器5からのレーザ光線5aを当てて、三脚1のハンド
ル2aを回しながらキャッチ2の高さを変え、受光器6
に対するレーザ光線5aの照射位置が上記で設定した標
準レベルLに位置したところでキャッチ2の回動を停止
する。これにより、三脚1の円盤3の床面4からの高さ
は、上記で設定した高さと同様のものとなる。こうして
総ての三脚1に対し同様の操作を行って各円盤3、3…
の高さを同一に設定する。
Then, the laser beam 5a is emitted from the oscillator 5 and applied to the light receiver 6, and the handle 2 is rotated to move the height of the disk 3 up and down, so that the disk 3 is positioned on a predetermined concrete floor surface. The level of the light receiver 6 is defined as a standard level L. After that, the photodetector 6 is removed and then attached to the catch 2 on the adjacent tripod 1, the laser beam 5a from the oscillator 5 is again applied to the photodetector 6, and the height of the catch 2 is increased while turning the handle 2a of the tripod 1. Change the light receiver 6
The rotation of the catch 2 is stopped when the irradiation position of the laser beam 5a with respect to is positioned at the standard level L set above. As a result, the height of the disk 3 of the tripod 1 from the floor surface 4 becomes the same as the height set above. In this way, the same operation is performed on all the tripods 1, so that the disks 3, 3 ...
Set the same height.

【0016】なお、全ての円盤3、3…の高さ設定が終
了した後、受光器6は床面4の略中央に設置した三脚1
aのキャッチ2に対して付着しておき、この受光器6に
対して発振器5からのレーザ光線5aを当てておく。こ
れは、次工程のコンクリート打設時のコンクリート重量
でスラブにたわみが生じてコンクリート床面8の高さが
変動したときに、発振器5から信号を発するようにして
おくためである。
After the heights of all the disks 3, 3 ... Are set, the photodetector 6 is mounted on the tripod 1 which is installed substantially in the center of the floor surface 4.
The laser beam 5a from the oscillator 5 is applied to the light receiver 6 in advance by attaching it to the catch 2 of a. This is because the oscillator 5 outputs a signal when the height of the concrete floor surface 8 fluctuates due to the bending of the slab due to the weight of the concrete when the concrete is placed in the next step.

【0017】次いで、図1(b) に示すように、上記で設
定した各円盤3の高さを基準として床面4上にコンクリ
ート7を流しながら、各円盤3間の打設コンクリート7
の上面をかっぱいて図1(c) に示すように平坦にする。
この均し作業により、床面4上に打設されるコンクリー
ト7の総量が決定される。
Next, as shown in FIG. 1 (b), while pouring the concrete 7 on the floor surface 4 on the basis of the height of each disc 3 set above, the concrete 7 between the discs 3 is poured.
The upper surface of the is completely flattened as shown in Fig. 1 (c).
By this leveling work, the total amount of concrete 7 cast on the floor surface 4 is determined.

【0018】コンクリート打設面8の均しが終わると、
図1(d) に示すように、全ての三脚1、1…を取り去
り、三脚1、1、…の下部のみならず全コンクリート打
設面8をタンピングして締め固め、特にコンクリート打
設面8に残った三脚1、1…の足跡9、9…をタンピン
グして埋め均す。
When the leveling of the concrete placing surface 8 is completed,
As shown in FIG. 1 (d), all the tripods 1, 1, ... Are removed, and not only the lower parts of the tripods 1, 1 ,. The footprints 9, 9 ... of the remaining tripods 1, 1 ...

【0019】[0019]

【発明の効果】以上説明した本発明のコンクリート打設
面のレベル調整工法によれば、三脚1は夫々自立できる
ものであるから、床面4に一度に複数の三脚1、1…を
立てた状態で配置でき、各円盤2、2…の高さも一律に
設定しておくことができる。
According to the level adjusting method for the concrete pouring surface of the present invention described above, since the tripods 1 can stand on their own, a plurality of tripods 1, 1, ... They can be arranged in a state, and the heights of the disks 2, 2, ... Can be set uniformly.

【0020】また、受光器6は一台を用意しておけばよ
く、円盤2の高さ設定も容易に行うことができる。
Further, it is only necessary to prepare one light receiver 6, and the height of the disk 2 can be easily set.

【0021】さらに、床面4の複数箇所に複数の円盤
2、2…による基準レベルを設定しておくことができる
ので、コンクリートの打設レベルを均等にとり、従来の
ようなバラツキを生じることなくコンクリート打設レベ
ルを設定することができる。
Further, since it is possible to set reference levels by a plurality of discs 2, 2, ... At a plurality of positions on the floor surface 4, the concrete pouring level can be made uniform and the variation as in the prior art does not occur. The concrete pouring level can be set.

【0022】従って、本発明によれば、打設コンクリー
トの平面レベルを素人でも容易且つ正確にとることがで
き、三脚は立設したままにしておくことができるから、
三脚間の均し作業も作業員を増員することなく行うこと
ができ、作業人員の削減にも有益である。
Therefore, according to the present invention, even the layman can easily and accurately take the plane level of the poured concrete, and the tripod can be left standing.
Evening work between tripods can be performed without increasing the number of workers, which is also useful for reducing the number of workers.

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

【図1】図1(a) 〜(d) は本発明のコンクリート打設面
のレベル調整工法を工程順に示した側面図である。
1 (a) to 1 (d) are side views showing, in the order of steps, a method for adjusting a level of a concrete placing surface according to the present invention.

【符合の説明】[Explanation of sign]

1…三脚、2…キャッチ、2a…ハンドル、3…円盤、
4…床面、5…発振器、5a…レーザ光線、6…受光
器、7…打設コンクリート、8…コンクリート打設面、
9…三脚を取り去った後の足跡。
1 ... tripod, 2 ... catch, 2a ... handle, 3 ... disk,
4 ... Floor surface, 5 ... Oscillator, 5a ... Laser beam, 6 ... Photoreceiver, 7 ... Placing concrete, 8 ... Concrete placing surface,
9 ... Footsteps after removing the tripod.

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】上端にハンドル2aで昇降操作可能なキャ
ッチ2を有し、このキャッチ2の昇降と共に下方に連結
した円盤3を上下動し得る三脚1、1…を多数用意して
これらの三脚1をコンクリートを打設すべき床面4に略
均等に配置すると共に、前記コンクリートを打設すべき
床面4の近傍に左右水平方向に回動可能なレーザ光線5
aによる発振器5を設置し、1台の磁石付き受光器6を
前記床面4に設置した各三脚1、1…ごとに前記キャッ
チ2に対して磁石で順繰りに付着して前記発振器5から
のレーザ光線5aの受光高さレベルによって前記円盤3
の高さを調整して所望の打設コンクリートレベルに設定
し、各三脚1、1…の円盤3の高さ設定が終了したとこ
ろで、前記床面4の略中央の三脚1aに前記受光器6を
設置したまま前記発振器5からのレーザ光線5aを受光
した状態で前記床面4にコンクリート7を流し込みなが
ら各三脚1、1…の円盤3、3…の高さをコンクリート
床面の基準レベルとしてコンクリート打設面8を平坦に
均した後、全部の三脚1、1…を取り去って前記コンク
リート打設面8をタンピングにより締め固めると共に、
前記三脚1、1…を取り去った後に生じた三脚1、1…
の足跡9はタンピングにより埋め均すようにしたことを
特徴とするコンクリート打設面のレベル調整工法。
1. A tripod 1, 1 ... Having a catch 2 which can be moved up and down by a handle 2a at its upper end, and capable of vertically moving a disc 3 connected to the lower side when the catch 2 is raised and lowered is prepared. 1 is arranged substantially evenly on a floor surface 4 on which concrete is to be placed, and a laser beam 5 which is horizontally rotatable in the vicinity of the floor surface 4 on which concrete is to be placed.
The oscillator 5 according to a is installed, and one photoreceiver 6 with a magnet is installed on the floor surface 4 for each tripod 1, 1, ... Depending on the height of the received light of the laser beam 5a, the disk 3
Is adjusted to a desired level of concrete for pouring, and when the height of the disk 3 of each tripod 1, 1 ... Is completed, the light receiver 6 is mounted on the tripod 1a substantially at the center of the floor surface 4. With the laser beam 5a from the oscillator 5 received while the concrete 7 is being poured, the height of the disks 3, 3 of each tripod 1, 1 ... After leveling the concrete placing surface 8 flatly, all the tripods 1, 1 ... Are removed and the concrete placing surface 8 is compacted by tamping,
After the tripods 1, 1 ... have been removed, the tripods 1, 1, ...
The footprint 9 is a level adjustment method for the concrete pouring surface, which is characterized in that it is made up by tamping.
JP13592892A 1992-04-28 1992-04-28 Level adjustment method for concrete casting surface Expired - Fee Related JP3177791B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP13592892A JP3177791B2 (en) 1992-04-28 1992-04-28 Level adjustment method for concrete casting surface

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP13592892A JP3177791B2 (en) 1992-04-28 1992-04-28 Level adjustment method for concrete casting surface

Publications (2)

Publication Number Publication Date
JPH06167113A true JPH06167113A (en) 1994-06-14
JP3177791B2 JP3177791B2 (en) 2001-06-18

Family

ID=15163130

Family Applications (1)

Application Number Title Priority Date Filing Date
JP13592892A Expired - Fee Related JP3177791B2 (en) 1992-04-28 1992-04-28 Level adjustment method for concrete casting surface

Country Status (1)

Country Link
JP (1) JP3177791B2 (en)

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH09189131A (en) * 1996-01-09 1997-07-22 Taisei Shoko Kk Arrangement method of joint and leveling instrument
KR100450095B1 (en) * 2000-07-03 2004-10-02 김대호 Floor leveling device and method
WO2014019288A1 (en) * 2012-07-31 2014-02-06 付建国 Sleeved type surveying stand
WO2017146380A1 (en) * 2016-02-26 2017-08-31 전대우 Apparatus for measuring mortar pouring height and constructing method using same
CN114164932A (en) * 2021-11-17 2022-03-11 中建八局西南建设工程有限公司 Simple concrete pouring thickness control device and method
EP4071319A1 (en) * 2021-04-02 2022-10-12 Special Building S.r.l. Level gauge for the laying of screeds, self-levelling fluid bases and the like

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH09189131A (en) * 1996-01-09 1997-07-22 Taisei Shoko Kk Arrangement method of joint and leveling instrument
KR100450095B1 (en) * 2000-07-03 2004-10-02 김대호 Floor leveling device and method
WO2014019288A1 (en) * 2012-07-31 2014-02-06 付建国 Sleeved type surveying stand
WO2017146380A1 (en) * 2016-02-26 2017-08-31 전대우 Apparatus for measuring mortar pouring height and constructing method using same
EP4071319A1 (en) * 2021-04-02 2022-10-12 Special Building S.r.l. Level gauge for the laying of screeds, self-levelling fluid bases and the like
CN114164932A (en) * 2021-11-17 2022-03-11 中建八局西南建设工程有限公司 Simple concrete pouring thickness control device and method

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