JPS62233376A - Integral reinforcement finish of concrete slab - Google Patents

Integral reinforcement finish of concrete slab

Info

Publication number
JPS62233376A
JPS62233376A JP7741686A JP7741686A JPS62233376A JP S62233376 A JPS62233376 A JP S62233376A JP 7741686 A JP7741686 A JP 7741686A JP 7741686 A JP7741686 A JP 7741686A JP S62233376 A JPS62233376 A JP S62233376A
Authority
JP
Japan
Prior art keywords
concrete
ceiling
rows
leveling
concrete slab
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
Application number
JP7741686A
Other languages
Japanese (ja)
Inventor
柴田 徳人
山岡 健一
田中 恒巳
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 JP7741686A priority Critical patent/JPS62233376A/en
Publication of JPS62233376A publication Critical patent/JPS62233376A/en
Pending legal-status Critical Current

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

Abstract

(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。
(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.

Description

【発明の詳細な説明】 〔産業上の利用分野〕 この発明は一般の床から各種建造物の各階及び屋上に至
るまでの現場打コンクリート系床ないしスラブ全般の形
成工程に於て利用せられるものである。
[Detailed Description of the Invention] [Field of Industrial Application] This invention can be used in the process of forming cast-in-place concrete floors or slabs in general, from general floors to floors and rooftops of various buildings. It is.

〔従来の技術及びその問題点〕[Conventional technology and its problems]

従来の現場打によるコンクリート系スラブ(床)の形成
方法として主なものを挙げれば、予め打設し硬化させた
コンクリート下地の上に25〜30ffj+の所定の高
さを設定した後、それに頭を合わせて釘を該コンクリー
ト下地の各場所に打込み、その釘頭間に糸を張った後、
その高さに合わせて細い角材状の目地棒をセメントノロ
で保持するように設iff L、それを固化させてから
各目地棒(及び硬化したセメントノロ)間に均しモルタ
ルを充填して同じ高さに均した後、目地棒を外してその
跡にモルタルをうめ込むという方法が一般に行われてき
た。その他、折板鉄板(デツキプレート)にレベル筋を
溶接して行う場合、コンクリート下地にアスファルト系
防水層を介して均しモルタルを形成する屋上の場合等が
あるが、いずれにしても下地のコンクリートに必然的に
形成される凹凸を均すためにその硬化後に於て更にモル
タル層を設けて均す作業を必要とし、しかもそれはコテ
等を用いた手作業で約3回も繰返しを要し、張り糸がた
わんだジ目地棒がねじれたりするため不正確になりがち
であり、それに要する手間が甚大であると同時に工期が
長く、更に下層のコンクリート上面のl/イタンスや塵
埃等によりその上に形成したモルタル層の剥離やクラッ
クを生じがちで、耐久性等にも問題があった。
The main method of forming concrete slabs (floors) using conventional cast-in-place methods is to set a predetermined height of 25 to 30 ffj+ on a pre-cast and hardened concrete base, and then place the head on top of it. After driving nails into each location of the concrete base and stretching a thread between the nail heads,
Set up thin square joint rods to match the height with cement slag, then let it harden, then fill the space between each joint rod (and the hardened cement slag) with leveling mortar to make the same height. The common method has been to level the area, remove the joint bar, and fill the area with mortar. In addition, there are cases in which level reinforcement is welded to folded iron plates (deck plates), and in the case of rooftops where leveled mortar is formed through an asphalt-based waterproof layer on a concrete base, but in any case, the concrete base In order to level out the unevenness that is inevitably formed, it is necessary to apply a mortar layer after the hardening and level it out, and this process must be repeated approximately three times by hand using a trowel or the like. This tends to result in inaccuracies as the tension threads bend and the joint rods become twisted, which requires a great deal of effort and takes a long time to complete.Furthermore, the joint bars on the top surface of the underlying concrete layer, dust, etc. The formed mortar layer tends to peel or crack, and there are also problems with durability.

〔問題点を解決するための技術手段〕[Technical means to solve problems]

本発明はかかる問題点を解決するためになされたもので
、先ず上端(1)が直線状であり、かつ該上端(1)か
らの距離が一定になるような天井(2人)を有量に、複
数部品の組合せ例を第2図に示す。
The present invention has been made in order to solve such problems, and first, a ceiling (for two people) whose upper end (1) is straight and whose distance from the upper end (1) is constant is constructed. FIG. 2 shows an example of a combination of multiple parts.

別Vこ現場に於てレベル筋またはこれに類する長釘のよ
うな植立物(3)を予め所定の水準高さに設け、その天
端(3A)で前記し尺体(12)をその凹所天井(2A
)に於て支え、これを複数列形成した後、その列間にコ
ンク!J −1−(4)を打設し、一方、下端(5)が
直線状でちってそこからの立上9距離が一定であるよう
な腕体(6)を両横に形成した均し定規(56)を別に
作成し、その両方の腕体(6)を二列の該長尺体(1乃
の上端(1) Ic置いてこれを滑動させつつ該均し定
規(56)の下端(5)の直線状部で未硬化の前記コン
ク!J −) (4)の上面を均して平坦面を形成し、
これを硬化させて所望する床(スラブ)面とするもので
ある。
At this site, a plant (3) such as a level strut or a similar long nail is installed in advance at a predetermined level height, and the length (12) is placed at the top (3A) of the plant (3). Recessed ceiling (2A
), and after forming multiple rows, place conch between the rows! J-1-(4) is cast, and on the other hand, the lower end (5) is straight and the arm body (6) from which the rising distance is constant is formed on both sides. Separately create a ruler (56), place both arms (6) on the upper end (1) of the long body (1) in two rows, and while sliding it, place the lower end of the leveling ruler (56). Leveling the top surface of (4) to form a flat surface,
This is then cured to form the desired floor (slab) surface.

なお、図中、長尺体(12)の前後端に段(12A)を
設けたのは、現場に於て長尺体(12)の長さが足りな
い場合に複数本を連ねるためのものであり、その手段は
別にこれに限るものではない。
In addition, in the figure, steps (12A) are provided at the front and rear ends of the long body (12) to connect multiple pieces in a row if the length of the long body (12) is insufficient at the site. And the means are not limited to this.

〔実施例1(地上にコンクリート床を形成する場合)〕 第3図のように公知手段に従い地面だグリ石(7)を敷
きつめると共に、縦横各2mの間隔に木杭(8)を打込
み、その天端より頭を切除しt7寸釘(3)を打込んで
その高さを定め、断面高さ60屑肩、巾30fl四所(
2)の巾1071肩、その天井(2A)までの深さ25
訪、全長4mの角材状長尺K(12)をその凹所e)を
該釘(3) Kかぶせるようにして載置し、これを二列
以上設けた後、別に用意した腕(6)までの立上り高さ
が35朋で下端(5)が196αの直線である木製の均
し定規(56)を、その腕(6)を2人で長尺体(12
)の上端α)上Kfiiし滑動させつつ列間に充填され
た床用コンクIJ −) (4)を均してゆき、その後
、長尺体(12)を外し、硬化させて平坦な一体層から
なるコンクリ第4図のように所定間隔毎に設置された2
×1なお、均し定規(56)の立上り距離を長尺体(1
2)の上端(1)から凹所天井(2)までの距離と等し
くする代りに、長尺体(12)の高さに等しくした場合
は、長尺体(12)の外し跡ができない代りにレベル筋
(3)の切断を要する。
[Example 1 (When forming a concrete floor on the ground)] As shown in Fig. 3, ground dowel stones (7) were laid down according to known means, and wooden stakes (8) were driven at intervals of 2 m in length and width. Cut off the head from the top and drive in a T7 nail (3) to determine its height.
2) Width: 1071 shoulders, depth to ceiling (2A): 25
Next, a long square lumber K (12) with a total length of 4 m was placed so that its recess e) covered the nail (3) K, and after providing two or more rows of these, a separately prepared arm (6) was placed. A wooden leveling ruler (56) with a straight line with a rising height of 35 mm and a lower end (5) of 196
) The upper end α) of the floor concrete IJ-) (4) filled between the rows is leveled while sliding the upper end α), and then the elongated body (12) is removed and hardened to form a flat monolithic layer. As shown in Figure 4, two concrete blocks are installed at predetermined intervals.
×1 Note that the rising distance of the leveling ruler (56) is
2) If the distance from the upper end (1) to the recess ceiling (2) is made equal to the height of the long body (12), there will be no trace of the long body (12) being removed. It is necessary to cut the level muscle (3).

〔実施例3(折板鉄板上にコンクリート床を形成する場
合)〕 公知方法により折板鉄板(デツキプレー) )(ll)
上に所定間隔毎にレベル筋■を溶接樹立して高さを揃え
、その上に実施例1と同様に施工して、平坦な一体層か
らなるコンクリート床を得る。
[Example 3 (When forming a concrete floor on a folded iron plate)] Folded iron plate (Detsuki Play) by a known method) (ll)
Level striations (2) are welded and established at predetermined intervals on the top to make the height uniform, and the concrete floor is constructed in the same manner as in Example 1 to obtain a flat, monolithic concrete floor.

たけこれに類する植立物の天端から常に一定の高上を滑
動させる均し定規の腕体から下端直線部ま膠オ距離も一
定であるから、充填されたコンクリートは自ら一定の高
さに水平に均されることになり、しかも広面積における
所望する高さ水準を初めのコンクリート充填で一度に水
平に均すことが可能となる。従って更に仕上七ルタ/I
/層を設ける必要がなくなると共に、従来のように何度
もコンクリートやセメントノロ及びモルタル等の硬化を
待って複雑困難な手作業を繰返す必要もなくなりモルタ
ルのポンプ車等も不要であって、その作業能率の向上(
工期の短縮)と施工コストの低減効果は甚大である。又
、コテ等の手作業による勘に・碩るのでなく、張シ糸や
目地棒等のような外的条件により変形しやすいものを使
用せずにすむから施工面のレベリングは一層正確となり
、更に一体成形で仕上げられるので層間剥離や浮き上り
、及び収縮率の違いからくるクラックを生ずることも
Since the distance from the arm of a leveling ruler that always slides at a constant height from the top of a bamboo-like plant to the lower straight part is constant, the filled concrete will automatically rise to a constant height. This means that the concrete is leveled horizontally, and moreover, it becomes possible to level the desired height level over a wide area at once with the initial filling of concrete. Therefore, further finishing
/ There is no need to create a layer, and there is no need to wait for concrete, cement slag, mortar, etc. to harden and repeat complicated and difficult manual operations, and there is no need for a mortar pump truck. Improved efficiency (
The effect of reducing construction period) and construction costs is enormous. In addition, the leveling of the construction surface becomes more accurate, as it eliminates the need to rely on guesswork using manual tools such as trowels, and eliminates the need to use materials that are easily deformed due to external conditions, such as tension threads and joint bars. Furthermore, since it is finished by integral molding, cracks may occur due to delamination, lifting, and differences in shrinkage rates.

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

の組合せ例を示す見取図、第3図は本発明の一施工例を
示す断面図、第4図は同じく別施工例を示す断面図、第
5図は更に別の施工例を示す断面図である。 (1)・・・長尺体の上端  (2)・・・長尺体の凹
所(2A)・・・凹所天井  (12)・・・長尺体(
12A)・・・長尺体の段 (3)・・・レベル筋等の
植立物(4)・・・コンクリート(5)・・・均し定規
の下端(6)・・・均し定規の腕(56)・・・均し定
規(7)・・・グリ石   (8)・・・杭(9)・・
・a      (10)・・・コンパネ(11)・・
・折板鉄板(デツキプレート)産 葛
FIG. 3 is a cross-sectional view showing one construction example of the present invention, FIG. 4 is a cross-sectional view showing another construction example, and FIG. 5 is a cross-sectional view showing yet another construction example. . (1)... Upper end of the elongated body (2)... Recess of the elongated body (2A)... Recess ceiling (12)... Elongated body (
12A)...Level of long body (3)...Plants such as level bars (4)...Concrete (5)...Lower end of leveling ruler (6)...Leveling ruler Arm (56)...Leveling ruler (7)...Guri stone (8)...Stake (9)...
・a (10)... Control panel (11)...
・Folded iron plate (Detsuki plate) Kudzu

Claims (1)

【特許請求の範囲】[Claims] 上端が直線状であり、かつ該上端からの距離が一定にな
るような天井を有する凹所を下方より設けた長尺体を予
め一体もしくは複数部品の組合せとして作成し、その凹
所天井を予め現場で設けられたレベル筋またはこれに類
する植立物の天端で支えて該長尺体を複数列設けた後、
その列間にコンクリートを打設し、一方、下端が直線状
であってそこからの立上り距離が一定であるような腕体
を両横に形成した均し定規を別に作成し、その両腕体を
二列の該長尺体上端に置き滑動させつつ下端直線部で未
硬化の該コンクリート上面を均し形成し、硬化させるこ
とを特徴とするコンクリートスラブの一体化強化の仕上
方法。
A long body having a ceiling with a linear upper end and a ceiling at a constant distance from the upper end is prepared from below as a single body or a combination of multiple parts, and the ceiling of the recess is prepared in advance. After installing multiple rows of the elongated bodies by supporting them on the tops of level bars or similar plants provided on site,
Concrete was poured between the rows, and on the other hand, a leveling ruler with arms on both sides with a straight lower end and a constant rising distance from there was created, and the arms were A finishing method for integrally reinforcing a concrete slab, which comprises placing and sliding the unhardened concrete on the upper ends of two rows of the elongated bodies, leveling the unhardened upper surface of the concrete at the lower straight part thereof, and hardening the concrete.
JP7741686A 1986-04-02 1986-04-02 Integral reinforcement finish of concrete slab Pending JPS62233376A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP7741686A JPS62233376A (en) 1986-04-02 1986-04-02 Integral reinforcement finish of concrete slab

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP7741686A JPS62233376A (en) 1986-04-02 1986-04-02 Integral reinforcement finish of concrete slab

Publications (1)

Publication Number Publication Date
JPS62233376A true JPS62233376A (en) 1987-10-13

Family

ID=13633338

Family Applications (1)

Application Number Title Priority Date Filing Date
JP7741686A Pending JPS62233376A (en) 1986-04-02 1986-04-02 Integral reinforcement finish of concrete slab

Country Status (1)

Country Link
JP (1) JPS62233376A (en)

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