JPS60171412A - Height adjustment of column or the like and staff to be used for height adjustment - Google Patents
Height adjustment of column or the like and staff to be used for height adjustmentInfo
- Publication number
- JPS60171412A JPS60171412A JP2908884A JP2908884A JPS60171412A JP S60171412 A JPS60171412 A JP S60171412A JP 2908884 A JP2908884 A JP 2908884A JP 2908884 A JP2908884 A JP 2908884A JP S60171412 A JPS60171412 A JP S60171412A
- Authority
- JP
- Japan
- Prior art keywords
- height
- staff
- leveling rod
- base
- adjustment
- 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
Links
Landscapes
- Road Paving Structures (AREA)
- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
Abstract
Description
【発明の詳細な説明】
本発明は柱等の高さ調整方法及びその高さ調整に使用す
る標尺に関する。DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a method for adjusting the height of a pillar, etc., and a leveling rod used for adjusting the height.
近時、病院・オフィス等では、移動可能な間仕切壁で室
内を区画して室内のスペースを有効に利用する傾向にあ
る。In recent years, there has been a trend in hospitals, offices, etc. to divide rooms with movable partition walls to effectively utilize indoor space.
この間仕切壁の施工は、凹凸のある床面に、直接間仕切
壁を設けることができないので、例えば床面の一種であ
る凹凸のあるコンクリートスラブ上にチャンネル鋼製の
基台を固設し、この基台に螺合して立設されているアジ
ャストポル!・を回転し、基礎高さを調整して、しかる
後にアジャストボルト上に柱を立設し、この柱間の間仕
切壁を設けて施工を行なっていた。In constructing this partition wall, it is not possible to directly install a partition wall on an uneven floor surface, so for example, a channel steel base is fixed on an uneven concrete slab, which is a type of floor surface. An adjustable pole that is screwed onto the base and stands upright!・The height of the foundation was adjusted by rotating it, and then columns were erected on the adjustment bolts, and partition walls were installed between the columns.
ところで、この従来の柱等の高さ調整方法は、アジャス
トボルト」−に高さ11盛を有する標尺を重設し、この
標尺の高さ[1盛を例えばレベル等の測量器械で411
1定した後に、一旦標尺をアジヤスI・ボルト七から降
ろし、アジャストボルトを回転して高さ調整を行ない、
再度標尺をアジャストポル]・上に垂設して所定の高さ
[1盛をレベルの基準位置へ合わせて行くという作業を
繰返していた。By the way, this conventional method for adjusting the height of columns, etc. is to superimpose a leveling rod with a height of 11 steps on the adjustment bolt, and adjust the height of this leveling rod [1 step] to 411 points using a surveying instrument such as a level.
1. After setting the level, lower the leveling rod from the azimuth I bolt 7, turn the adjustment bolt to adjust the height,
I had to repeat the process of adjusting the leveling rod again to the standard position of the level by setting it vertically above the bar and adjusting it to the specified height.
しかしながら、このような従来の方法では、標尺を操作
する作業員、アジャストボルトを調整する作業員、レベ
ルを目視する作業員の3名の作業員が必要で、作業に多
人数を要するという不具合があり、また、何度も標尺を
アジャストボルト」−に垂設して高さを測定する作業を
繰返さなければならず作業能率が低下するという不具合
もあり、しかも、標尺をアジャストボルト
に常に一定の精度で標尺を垂設することは困難で調整精
度が低下するという問題が発生していた。However, this conventional method requires three workers: one to operate the leveling rod, one to adjust the adjustment bolt, and one to visually check the level, resulting in the problem of requiring a large number of people to complete the work. In addition, there is a problem in that work efficiency decreases as the staff must be repeatedly hung on the adjustment bolt to measure the height. It was difficult to vertically install the leveling rod with accuracy, which caused the problem of reduced adjustment accuracy.
本発明は以上の事情に鑑みてなξれたものであって、そ
の]]的とするところは、柱等の高さ調整作業に要する
作業員の人数を削減するとともに作業能率を向上させ、
しかも高さ調整精度をも向−卜させることができる柱等
の高さ調整方法及びその高さ調整に使用する標尺を提供
する点にある。The present invention has been developed in view of the above circumstances, and aims to reduce the number of workers required for height adjustment work of columns, etc., and to improve work efficiency.
Moreover, it is an object of the present invention to provide a method for adjusting the height of a pillar, etc., which can improve the accuracy of height adjustment, and a leveling rod used for the height adjustment.
このl」的を達成するための本発明による柱等の高さ調
整方法の構成は、設置面に基台を置き,この基台に螺入
された高さ調整部に、該調整部と相対回転不能に且つ−
に方移動不能に嵌合する嵌合部を有した標尺を嵌合させ
、この状態で標尺と共にに前記調整部を回転させて該調
整部を一L,下方向に移動させることにより、標尺の所
定目盛を基準位置に合わせ、しかる後その標尺と交換に
柱等を調整部に載置することを要旨とするものである。The structure of the method for adjusting the height of pillars, etc. according to the present invention in order to achieve this objective is to place a base on the installation surface, and install a height adjustment part screwed into the base, which is positioned relative to the adjustment part. Unable to rotate and-
By fitting a leveling rod with a fitting part that cannot be moved in either direction, and in this state, rotating the adjusting part together with the leveling staff and moving the adjusting part downward by 1 L, the leveling rod can be adjusted. The gist is to align a predetermined scale with a reference position, and then place a pillar or the like on the adjustment section in place of the leveling rod.
また、高さ調整に使用する標尺の構成は、上。Also, the configuration of the leveling rod used for height adjustment is as above.
下方向移動自在に螺入された高さ調整部を有する基台の
前記高さ調整部と、相対回転不能に且つ上方移動不能に
嵌合する嵌合部を標尺の下部に設けたことを要旨とする
ものである。The gist is that a fitting part is provided at the lower part of the leveling rod, and the height adjusting part of the base having the height adjusting part screwed in so as to be movable downwardly is fitted in such a manner that the height adjusting part is not relatively rotatable and cannot be movable upwardly. That is.
以下、第1図ないし第4図を参照して本発明の一実施例
を説明する。Hereinafter, one embodiment of the present invention will be described with reference to FIGS. 1 to 4.
第1図は本発明の一実施例に係る柱等の高さは調整方法
を説明する概略図であり、図中1は床レールである。こ
の床レールlは長尺のチャンネJし状をなした薄鋼板製
のもので、凹凸のあるコンクリ−1スラブ2の表面に後
述するカールプラグで固着されて柱等の設置面になって
いる。ただし、この設置面は床レールlを設けない場合
をとはコンクリートスラブ2の表面を設置面としてもよ
い。FIG. 1 is a schematic diagram illustrating a method for adjusting the height of columns, etc. according to an embodiment of the present invention, and numeral 1 in the figure indicates a floor rail. This floor rail l is made of a thin steel plate in the shape of a long channel, and is fixed to the uneven surface of the concrete slab 1 with curl plugs, which will be described later, and serves as a mounting surface for pillars, etc. . However, this installation surface may be the surface of the concrete slab 2, unless the floor rail 1 is provided.
3は基台であって、この基台3はチャン氷ル状の金属製
で、複数のものが所定間隔をへだてて前記床レールi」
−lこ倒立して固着されている。Reference numeral 3 denotes a base, and this base 3 is made of metal in the shape of an ice cube, and a plurality of parts are spaced apart from each other at predetermined intervals to support the floor rail i.
-It is fixed upside down.
4は高さ調整部たるアジャストポルトトであって、この
アジャストポル]・4は前記基台3の一L面に螺合して
垂設されており、左右いずれかの方向に回転して高さ調
整を行ない柱等のレベル出しをするようになっている。Reference numeral 4 is an adjustment port which is a height adjustment part, and this adjustment port]-4 is screwed and vertically installed on one L surface of the base 3, and is rotated in either the left or right direction to adjust the height. It is now possible to adjust the height and level of pillars, etc.
また、アジャストポルトト4は上下に螺送させることに
よって高さ調整がなされるもので、ピンチの粗いインチ
サイズのユニフフイ並11ねじよりもピッチの細いメー
トル細目ねじが好適である。なお、高さ調整部は前記ア
ジャストボルト
部に載置面部を固着してなるものでもよい。Further, the height of the adjustment port 4 is adjusted by screwing it up and down, and a metric fine thread with a finer pitch is more suitable than an inch size uniform thread with a coarse pinch. In addition, the height adjustment part may be formed by fixing a mounting surface part to the adjustment bolt part.
次に、本発明の一実施例に係る前記アジャストボルト4
の高さ調整方法を説明する。まず、アジャストボルトト
4の頭部に標尺5を垂設する。この標尺5の上部には高
さ目盛が刻まれた三方スケール6が設けられ,また下部
には後述する嵌合部7が形成されており、この嵌合部7
はアジャストポルト
嵌合している。そして、コンクリートスラブ2」二に立
設されている測量器械すなわちレベル8で作業員が三方
スケール6を目視しつつ、他の作業員が前記標尺及びア
ジャストポルト4を共に左あるいは右回転させて前記ア
ジャストポルト4の高さ調整し、所定の高さにアジャス
トポルト4を設定する。Next, the adjustment bolt 4 according to an embodiment of the present invention
Explain how to adjust the height. First, the leveling rod 5 is vertically installed on the head of the adjustment bolt 4. A three-sided scale 6 on which a height scale is engraved is provided on the upper part of the leveling rod 5, and a fitting part 7, which will be described later, is formed in the lower part.
is fitted with an adjustable port. Then, while a worker visually observes the three-sided scale 6 on the surveying instrument, ie, level 8, installed on the concrete slab 2'', another worker rotates both the level rod and the adjusting port 4 to the left or right. Adjust the height of the adjust port 4 and set the adjust port 4 to a predetermined height.
この高さ調整の後に、床レールlおよびアジャストポル
ト4に、第2図に示すように柱9あるいは壁パネルlO
を設置して間仕切壁の施工を完了する。なお、柱9およ
び壁パネル10は第2図に示すように表面材11.11
内に石膏ボード酸の裏打材12.12を設けたものに限
らず、片面のみに表面材を張設したものや、ドアあるい
はガラス窓等を一部に形成したもの等に種々変形し得る
ことは勿論である。After this height adjustment, the floor rail l and adjustment port 4 are attached to the column 9 or wall panel lO as shown in FIG.
to complete the construction of the partition wall. Note that the pillars 9 and wall panels 10 are covered with surface materials 11 and 11 as shown in FIG.
It is not limited to those with a gypsum board acid backing material 12.12 inside, but can be modified in various ways, such as those with a surface material stretched only on one side, or those with a door or glass window formed as a part. Of course.
次に、上記高さ調整に使用する標尺5を説明する。この
標尺5は、第1図および第3図に示すように、長尺のパ
イプの」二部に三方スケール6を設け、下部に嵌合部7
を設けたものである。この三方スケール6はどの方向か
らも高さ目盛を測定できるようにするためのものである
ので、全周にわたって高さ]ゴ1盛が刻まれた円筒形の
スケールでもよい。Next, the leveling rod 5 used for the height adjustment will be explained. As shown in FIGS. 1 and 3, this leveling rod 5 has a three-sided scale 6 on the second part of a long pipe, and a fitting part 7 on the lower part.
It has been established. Since this three-sided scale 6 is intended to enable height graduations to be measured from any direction, it may be a cylindrical scale with height marks engraved over the entire circumference.
前記嵌合部7は標尺5の下部内周面に固着されたスパナ
の嵌合鍔13の上部を円板状のストッパ14で閉塞して
なるもので、この嵌合部7はアジャストポルトト4の頭
部と相対回転不能且つ上方移動不能に嵌合するようにな
っている。なお、この標尺5および嵌合部7は以上のよ
うなものに限らず、例えば第4図に示すように、標尺5
を中実の円柱状のものとし、この下部に嵌合部14を陥
没して形成し、その−1−壁面をストッパ面15とする
ことができる。また、前記嵌合鍔13はスパナのような
形状に限らず、メガネレンチの嵌合鍔あるいは嵌合鍔と
ストッパとを一体とした端栓であってもよく、要するに
高さ調整部と相対回転不能に嵌合し得るものであればよ
い。さらに、第3図中16はカールプラグであって、こ
のカールプラグ16をコンクリートスラブ2内に埋込ん
で床レールlをカールプラグ16を介してコンクリート
スラブ2上に固着するようになっている。The fitting portion 7 is formed by closing the upper part of a fitting collar 13 of a wrench fixed to the lower inner circumferential surface of the leveling rod 5 with a disc-shaped stopper 14. The head of the head is fitted in such a way that it cannot relatively rotate and cannot move upwardly. Note that the leveling rod 5 and the fitting part 7 are not limited to those described above, and for example, as shown in FIG.
It is possible to form the fitting part 14 into a solid cylindrical shape by recessing the lower part thereof, and use the -1- wall surface as the stopper surface 15. Furthermore, the fitting flange 13 is not limited to the shape of a spanner, but may be a fitting flange of a box wrench or an end plug that integrates the fitting flange and a stopper, in other words, the shape of the fitting flange 13 is not limited to the shape of a spanner. It may be any material that can be fitted together irreversibly. Further, reference numeral 16 in FIG. 3 is a curl plug, and this curl plug 16 is embedded in the concrete slab 2 so that the floor rail l is fixed onto the concrete slab 2 via the curl plug 16.
以上のような本発明による柱等の高さ調整方法及びその
高さ調整に使用する標尺は、高さ調整作業に要する作業
員を、従来の3名と比較して、レベル8を操作する作業
員と標尺5を操作する作業員との2名の作業員に削減す
ることができる。そして、その高さ調整作業そのものも
、従来の如く標尺を何度もアジャストポルI・」二に上
げ降しする必要かもなく、標尺5をアジャストポルト4
に嵌合させた状態で左右いずれかの方向に、レベル8で
三方スケール6を測定しながら回転させるという簡単な
作業で高さ調整を行なうことができ、作業に要する時間
を大幅に短縮することができる。The method for adjusting the height of a pillar, etc. according to the present invention as described above and the leveling rod used for the height adjustment reduce the number of workers required for height adjustment work compared to the conventional three workers. The number of workers can be reduced to two: a worker and a worker who operates the leveling rod 5. Also, the height adjustment work itself does not require raising and lowering the leveling rod to Adjustment Port 4 as many times as in the past.
The height can be adjusted by simply rotating the three-way scale 6 at level 8 in either the left or right direction while measuring the scale 6, which greatly reduces the time required for the work. Can be done.
しかも、高さ調整作業中に、従来の如く標尺を何度も上
げ降しすることがないので、常に一定の状態で標尺5が
アジャストポルト41:に垂設され、標尺5の垂直度が
変化したり、嵌合部7とアジャストポルト4との嵌合状
態が変化することが防止され、高さ調整の精度も向上さ
せ得る。Moreover, during the height adjustment work, there is no need to raise and lower the leveling rod many times as in the conventional method, so the leveling rod 5 is always hung on the adjustment port 41 in a constant state, and the verticality of the leveling rod 5 changes. This prevents the fitting state between the fitting portion 7 and the adjustment port 4 from changing, and improves the accuracy of height adjustment.
このように本発明は著効を奏し、容易に実施することが
できる実用性の大なる発明である。As described above, the present invention is a highly practical invention that is highly effective and can be easily implemented.
第1図ないし第3図は本発明の一実施例を示す図で、第
1図は高さ調整作業を示す斜視図、第2図は間仕切壁の
一部破断斜視図、第3図は第1図のm−■断面図、第4
図は標尺5の他の実施例を示す縦断面図である。
l・・・床レール
2・・・コンクリートスラブ
3・・・基台
4・・・アジャスタボルト
5・・・標尺
6・・・三方スケール
7・・・嵌合部
特許出願人 コクヨ株式会社
代 理 人 弁理士 鈴江 孝−Figures 1 to 3 are views showing an embodiment of the present invention, in which Figure 1 is a perspective view showing height adjustment work, Figure 2 is a partially cutaway perspective view of a partition wall, and Figure 3 is a perspective view showing a height adjustment operation. Section m-■ in Figure 1, No. 4
The figure is a longitudinal sectional view showing another embodiment of the leveling rod 5. l... Floor rail 2... Concrete slab 3... Base 4... Adjuster bolt 5... Leveling rod 6... Three-sided scale 7... Fitting portion patent applicant Representative of KOKUYO Co., Ltd. People Patent Attorney Takashi Suzue
Claims (2)
さ調整部に、該調整部と相対回転不能に且つ上方移動不
能に嵌合すち嵌合部を有した標尺を嵌合させ、この状態
で標尺と共に前記調整部を回転させて該調整部を上、下
方向に移動させることにより、標尺の所定目盛を基準位
置に合わせ、しかる後その標尺と交換に柱等を調整部に
載置することを特徴とする柱等の高さ調整方法。(1) Place a base on the installation surface, and attach a leveling rod with a fitting part to the height adjustment part screwed into the base so that it cannot rotate relative to the adjustment part and cannot move upward. By fitting the adjusting part together with the leveling rod in this state and moving the adjusting part upward and downward, the predetermined scale of the leveling rod is aligned with the reference position, and then a pillar, etc. is replaced with the leveling rod. A method for adjusting the height of a column, etc., characterized by placing it on an adjustment section.
有する基台の、前記高さ調整部と、相対回不 転不能に且つ上方移動不能に嵌合する嵌合部を標尺の下
部に設けたことを特徴とする柱等の高さ調整に使用する
標尺。(2) A fitting part of a base having a height adjusting part screwed in so as to be movable upwardly and downwardly, which engages with the height adjusting part in a manner that is immovable relative to rotation and immovable upwardly; A leveling rod used to adjust the height of pillars, etc., characterized by being installed at the bottom of the pillar.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2908884A JPS60171412A (en) | 1984-02-17 | 1984-02-17 | Height adjustment of column or the like and staff to be used for height adjustment |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2908884A JPS60171412A (en) | 1984-02-17 | 1984-02-17 | Height adjustment of column or the like and staff to be used for height adjustment |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS60171412A true JPS60171412A (en) | 1985-09-04 |
JPH0577965B2 JPH0577965B2 (en) | 1993-10-27 |
Family
ID=12266592
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP2908884A Granted JPS60171412A (en) | 1984-02-17 | 1984-02-17 | Height adjustment of column or the like and staff to be used for height adjustment |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS60171412A (en) |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH0599670A (en) * | 1991-10-04 | 1993-04-23 | Kajima Corp | Internal space displacement measuring method for tunnel and measuring reflecting plate |
US7500318B2 (en) * | 2006-12-08 | 2009-03-10 | Toyota Motor Engineering & Manufacturing North America, Inc. | Threaded attachment position adapter |
CN107700847A (en) * | 2017-10-10 | 2018-02-16 | 中建四局第六建筑工程有限公司 | A kind of cast-in-place concrete floor gage controller |
Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS5646813U (en) * | 1979-09-19 | 1981-04-25 | ||
JPS59210159A (en) * | 1983-05-12 | 1984-11-28 | 大久保 雅広 | Level construction method |
Family Cites Families (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS52110874A (en) * | 1976-03-12 | 1977-09-17 | Kyowa Hakko Kogyo Kk | Production of flavor improving agent for food |
-
1984
- 1984-02-17 JP JP2908884A patent/JPS60171412A/en active Granted
Patent Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS5646813U (en) * | 1979-09-19 | 1981-04-25 | ||
JPS59210159A (en) * | 1983-05-12 | 1984-11-28 | 大久保 雅広 | Level construction method |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH0599670A (en) * | 1991-10-04 | 1993-04-23 | Kajima Corp | Internal space displacement measuring method for tunnel and measuring reflecting plate |
US7500318B2 (en) * | 2006-12-08 | 2009-03-10 | Toyota Motor Engineering & Manufacturing North America, Inc. | Threaded attachment position adapter |
CN107700847A (en) * | 2017-10-10 | 2018-02-16 | 中建四局第六建筑工程有限公司 | A kind of cast-in-place concrete floor gage controller |
Also Published As
Publication number | Publication date |
---|---|
JPH0577965B2 (en) | 1993-10-27 |
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