JP2005325666A - Ready-mixed concrete placing method for floor surface layer - Google Patents

Ready-mixed concrete placing method for floor surface layer Download PDF

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JP2005325666A
JP2005325666A JP2004173195A JP2004173195A JP2005325666A JP 2005325666 A JP2005325666 A JP 2005325666A JP 2004173195 A JP2004173195 A JP 2004173195A JP 2004173195 A JP2004173195 A JP 2004173195A JP 2005325666 A JP2005325666 A JP 2005325666A
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ready
mixed concrete
leveling
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flat plate
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Ichiro Tsukada
一郎 塚田
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a concrete placing means capable of forming an excellent smoothness, levelness and workability in the placement of ready-mixed concrete when placing the ready-mixed concrete for forming an even, level floor surface layer on the floor backing by replacing the conventional method having no stability in quality wherein the ready-mixed concrete is placed and leveled by using a plurality of working faces, rulers and levels located in advance; or in another conventional method wherein no working faces are used and a straight rail for sliding a leveling tool is held to a predetermined manner by supports usable only when they are aligned with the position of drilled holes made to the rail. <P>SOLUTION: A right-angled quadrangular frame for sliding the leveling tool is placed on the working faces and the even, level floor surface layer is formed in a wide area by contacting a horizontal ribbed flat plate attached to the frame to the working faces through a wide area, or by attaching a plate-shaped auxiliary device capable of freely changing the gripping position of the flat plate when holding the right-angled quadrangular frame for sliding the leveling tool by the supports. <P>COPYRIGHT: (C)2006,JPO&NCIPI

Description

本発明は、生コンクリートを打設して床用下地に床表層部を形成する施工法に関する。
更に詳細には、通常の家屋、マンション等の住居用小〜中型ビル、事務所用、スポーツ用等の大型ビル等比較的広い面積を有する建築物の床に通常使用される生コンクリート又は高強度用生コンクリートを打設し、全体として凹凸の少ない、水平な床表層部を形成する施工法に関する。
The present invention relates to a construction method for placing a ready-mixed concrete to form a floor surface layer portion on a floor base.
More specifically, ready-mixed concrete or high strength usually used for floors of buildings having a relatively large area, such as ordinary houses, small to medium-sized buildings such as condominiums, large buildings for offices, sports etc. The present invention relates to a construction method for placing a ready-mixed concrete and forming a horizontal floor surface portion with less unevenness as a whole.

従来、床用下地表面に鉄筋入りコンクリート造りの表層部を形成する際に、表層部仕上げ面の部分的な凹凸とか比較的大きな波打ちの発生を可及的に少なくし、全体として平滑且つ水平な床を形成する技術の出現は大きな課題であり、各種の方法が提案されてきた。  Conventionally, when forming a surface layer of concrete with reinforcing bars on the ground surface for flooring, the occurrence of partial irregularities or relatively large undulations on the finished surface of the surface layer is minimized, and the entire surface is smooth and horizontal. The emergence of techniques for forming floors is a major challenge, and various methods have been proposed.

先ず、現在当業界において使用されている技術の代表例について説明する。
床用下地表面に網目上に結束された鉄筋を敷き、生コンクリートの一部を先ず打設して予備的に均してこの上に、又はこれら打設をすることなしに鉄筋の上に直接生コンクリートの打設高さの目安とする、生コンクリートを球状にした「あたり」と称される塊を所望の間隔で複数個置き、打設生コンクリートの水平位置を規定する「定規ずり」と称される、定規と水準器の組み合わせ器具を該塊間に渡って置き、「あたり」の高さの微調整をし、次に残りの生コンクリートを打設して「あたり」の周辺を埋め、均して全体として所望の高さ、平滑性及び水平性を得る手段が採られてきた。しかし、この方法は「あたり」の高さの微調整後に該載置された定規に合わせて周辺の生コンクリート打設、均し等の作業中に、該定規に均しコテ、作業者等が接触しやすく、その結果該定規の高さが変わるなどの不都合さがあった。
First, typical examples of techniques currently used in the industry will be described.
Lay the reinforcing bars bound on the mesh on the floor surface of the floor, place a portion of ready-mixed concrete first, preliminarily level it, or directly on the reinforcing bars without placing them. “Rule” that sets the horizontal position of the ready-mixed concrete by placing multiple blocks called “around” with the ready-made concrete in a spherical shape, as a guide for the ready-casting height of the ready-mixed concrete. Place a ruler and spirit level combination tool across the mass, fine-tune the height of the "around", and then place the remaining ready-mixed concrete to fill the area around the "around" Means have been taken to obtain the desired height, smoothness and levelness as a whole. However, in this method, after the fine adjustment of the height of the “around”, during the work of surrounding concrete placing, leveling, etc. according to the placed ruler, There were inconveniences such as easy contact and consequently the height of the ruler changed.

更に他の従来法として、鉄筋が敷設された下地表面の所望の複数位置に標尺を立て、レベル計等の測量器を使用して打設コンクリート表面位置を決め、水糸を張ってこれを打設基準面の目安とし、平滑化、水平化の均し作業を繰り返す方法があるが、この方法では水糸の高さに合致するように観察しつつ均しても、肉眼による観察に基づく又は感に頼った均し作業であり、全域、特に水糸から離れた領域をも含めて生コンクリート打設高さ、水平度を水糸の位置に合致させることは非常に難しく、生コンクリートの打設、均し後の平滑化、水平化を達成することは満足の行くものではなかった。  As another conventional method, a scale is set at desired positions on the ground surface on which the reinforcing bars are laid, and the position of the concrete surface to be placed is determined using a surveying instrument such as a level meter, and a water thread is stretched to strike this. There is a method of repeating smoothing and leveling leveling as a guideline for the installation reference plane, but this method is based on observation with the naked eye, even if observing to match the height of the water thread or The leveling work depends on the feeling, and it is very difficult to match the height and leveling of the ready-mixed concrete including the whole area, especially the area away from the wet thread, to the position of the wet thread. Achieving smoothing and leveling after installation, leveling was not satisfactory.

後者の従来法の問題点を解決する手段として、支柱を用いて所望の位置及び高さに2本のレールを設置し、このレールに沿って均し具(板体が多い)を摺動させ、必要な場合はバイブレーターを装着させて行う水平化技術も開示されている。
例えば、代表的なものとして
特開2001−159240号公報 特開2001−59343号公報
等を挙げることができるが、通常は生コンクリートが打設される下地上に網目状に組まれた鉄筋が敷設されるので、この鉄筋に邪魔され、レール支持用支柱を所望間隔で所望位置に設置することは困難であるにも係わらず、これらの設置が必ずできることを前提にして開示された技術思想であり、実用的ではない。
更に詳述すれば、敷設された鉄筋に接触又は邪魔されることなしに、レールを支持固定する支柱を所望間隔で、且つ所望位置に設置することはほとんど不可能である。鉄筋との接触を避けようとしても、レール固定のために直線上に並ぶ複数の支柱のいずれかは通常、鉄筋との接触を避けることが困難であることが多いからである。
As a means to solve the problems of the latter conventional method, two rails are installed at a desired position and height using a support, and a leveling tool (many plates) is slid along this rail. A leveling technique is also disclosed which is performed by attaching a vibrator if necessary.
For example, as a representative
JP 2001-159240 A JP 2001-59343 A
However, normally, a rebar assembled in a mesh shape is laid on the ground on which the ready-mixed concrete is placed, so that it is obstructed by this rebar and the rail support columns are placed at a desired position at a desired interval. Although it is difficult to install, it is a technical idea disclosed on the assumption that these installations are always possible, and is not practical.
More specifically, it is almost impossible to install the support columns for supporting and fixing the rails at desired intervals and at desired positions without contacting or obstructing the laid reinforcing bars. This is because, even when trying to avoid contact with the reinforcing bar, it is often difficult to avoid contact with the reinforcing bar in any of a plurality of columns arranged in a straight line for fixing the rail.

一方、当該業界では生コンクリートを打設して均し、固化後に得られる面全体を観察した場合の平滑度及び水平度の目標値を設定し、技術の向上を図ろうと言う意図から、上記平滑度及び水平度に係る品質測定方法の規定を作成し、該測定方法で測定した場合の品質の高低を示すグレードの設定を行う機運があり、下記業界誌にも掲載され、当該業界の一部は既にこの方向に動き始めている。
(月刊)建築仕上技術29MAR.2004.P.35〜51
特にP.37〜40には長さ2mの直定規を使用した平滑度(凹凸)及び水平度(不陸)の測定方法とグレード案が示され、当該業界では一部採用されつつある。
On the other hand, in the industry, smooth concrete is placed and leveled, and smoothness and levelness target values are set when observing the entire surface obtained after solidification. There is an opportunity to create quality regulations for quality and levelness, and to set grades that indicate the level of quality when measured by the measurement method. Has already started moving in this direction.
(Monthly) Architectural finishing technology 29 MAR. 2004. P. 35-51
In particular, P.I. Nos. 37 to 40 show measuring methods and grades for smoothness (concave / convex) and horizontal (unland) using a straight ruler with a length of 2 m, and some are being adopted in the industry.

本発明は上記従来のような均し具摺動用レールを使用することなく、比較的広い床下地上に凹凸の少ない、水平な床表層部を形成することができる方法を開示するものであり、また当業界で採用される方向にある前記品質測定方法及びグレードを認識し、このような品質が得られるような技術の開発結果に係る開示でもある。  The present invention discloses a method capable of forming a horizontal floor surface portion with less unevenness on a relatively wide floor base without using the conventional leveling instrument sliding rail, and It is also a disclosure relating to the results of development of technology that recognizes the quality measurement methods and grades that are in the direction of adoption in the industry and obtains such quality.

発明が解決しようとする課題Problems to be solved by the invention

従って本発明は、前記業界で採用されつつある打設、均し後の又は固化後のコンクリート表面の平滑度、水平度に関する品質測定法による評価基準をも満足させ得る均し具摺動用レールを、該レールに沿って直線的に並べた支柱で保持する従来の方法ではなく、また「あたり」に載せた定規が該あたりの中に沈んで水平化を妨げることもない新しい手段を用いた床表面層の施工法を提供することを課題とする。  Accordingly, the present invention provides a leveling instrument sliding rail that can satisfy the evaluation standards based on the quality measurement method regarding the smoothness and levelness of the concrete surface after placing, leveling or solidification being adopted in the industry. A floor using new means that is not a traditional method of holding in a straight line of struts along the rail, and that a ruler placed on the "around" does not sink into the periphery and prevent leveling It is an object to provide a surface layer construction method.

課題を解決するための手段Means for solving the problem

本発明者は上記課題を解決するため鋭意研究を行った結果、有効な解決手段を見出すことに成功した。本発明の要旨は以下に示すとおりである。
第1の発明は、床用下地面に鉄筋の敷設及び生コンクリートの打設を行い、その表面を均して所望の厚みを持つ平滑且つ水平な床表層部を形成する施工法において、
(1)生コンクリート表面の均し作業は、生コンクリートの一部を先ず打設して予備的に均してこの上に、又はこれら打設をすることなしに直接鉄筋の上に床表層部の高さを決める、生コンクリート製塊の「あたり」を所望の間隔で複数個置き、該複数個の「あたり」を介してその上に直角四辺形状枠体を載置し、該枠体の相対するいずれかの一組の辺に渡した均し具で直角四辺形状枠体内に打設された生コンクリートを均す作業を含み、
(2)該直角四辺形状枠体は、相対する二組の高剛性長方形状壁面体から構成された枠体であって、各壁面体を構成する各長尺辺を水平にし、各壁面体を垂直に立てた状態で使用される際の枠体の少なくとも一組の対面する長方形状壁面体の上方側の各長尺水平面は均し具を摺動させる摺動面を構成し、該長方形状壁面体の下方側の長尺辺から外方側に水平に延びて直角四辺形状枠体の鍔状リブを形成する閉環状の平板片、又は相対する少なくとも一組の各長方形状壁面体の下方側の長尺辺から外方に水平に延びて当該長方形状壁面体のリブを形成する平板片を有し、
(3)均し具は、摺動棒とその中央部において摺動棒に沿って複数枚が互いに間隙を持って平行に垂れ下がる構造で摺動棒に一体的に取り付けられ、1対の摺動面間距離を越えない長さと直角四辺形状枠体の高さと同寸法の幅を有する平板群とから構成されてなり、
(4)生コンクーリト製「あたり」の上に直角四辺形状枠体をその平板片を当接させて載置し、「あたり」間を埋める生コンクリートを打設し、摺動面に沿って均し具の摺動棒を摺動させ、平板群で生コンクリートを均す工程を含む施工法である、生コンクリート使用床表層部の施工法に関する。
第2の発明は、床用下地面に鉄筋の敷設及び生コンクリートの打設を行い、その表面を均して所望の厚みを持つ平滑且つ水平な床表層部を形成する施工法において、
(1)生コンクリート表面の均し作業は、水平且つ同一高さに保持された2つの摺動面上に沿って均し具を生コンクリートに接触させながら摺動させる作業を含み、
(2)2つの摺動面は、対面する二組の高剛性長方形状壁面体の各長尺辺を水平にして構成された直角四辺形状枠体における少なくとも一組の対面する長方形状壁面体の上方側の各長尺水平面で構成され、
(3)均し具を摺動させる2つの摺動面の保持は、直角四辺形状枠体を構成する各長方形状壁面体の下方側の長尺辺から外方側に水平に延びて直角四辺形状枠体の鍔状リブを形成する閉環状の平板片、又は各長方形状壁面体のうち少なくとも支柱による保持が必要な長方形状壁面体の下方側の長尺辺から外方に水平に延びて当該長方形状壁面体のリブを形成する平板片の把持を含む、床用下地面に直立させた支柱による保持であり、
(4)支柱による水平且つ同一高さの保持は、支柱に螺合され、所望の高さに位置決めされた上及び下側ナットで挟持されてなる板状補助具による保持であり、
(5)板状補助具は、上下両外面に直交してなる支柱挿入用貫通孔が形成されてなる部分と、上下両外面に平行に且つ上下に壁面を残して端縁に開口して前記平板片を挿入できる深さの溝が形成されてなる部分とを有する平面板状体であり、該平面板状体の溝を形成する一方の壁面には挿入される平面片を押圧固定するネジが螺入されてなり、
(6)支柱の直立位置は、保持の必要な平板片の外側に沿い、支柱と鉄筋との接触により支柱の直立が邪魔されることのない2以上の位置であり、
(7)支柱の直立は、各位置決めされた支柱を直角四辺形状枠体に、板状補助具及び平板片を介して連結固定して得られる直立であり、
(8)均し具は、摺動棒と、その中央部において摺動棒に沿って複数枚が互いに間隙を持って平行に垂れ下がり、摺動棒に一体的に取り付けられ、摺動面間距離を越えない長さと直角四辺形状枠体の高さと同寸法の幅を有する平板群とから構成されてなり、
(9)均し具による施工法は、摺動面に沿って均し具の摺動棒を摺動させ、平板群で生コンクリートを均す工程を含む施工法である、
生コンクリート使用床表層部の施工法に関する。
第3の発明は、生コンクリートが水/セメント比の低い高強度又は超高強度コンクリート用のものである上記第2の発明に記載の生コンクリート使用床表層部の施工法に関する。
第4の発明は、生コンクリート表面の均し作業が、生コンクリート表面に敷いた耐折曲げ変形性の高いネットを介して行われる上記第2又は第3の発明に記載の生コンクリート使用床表層部の施工法に関する。
第5の発明は、生コンクリート表面の均し作業が、摺動面に沿って均し具を摺動させる作業に先立ち、バイブレーション機能を付与した均し具を打設された生コンクリートの盛り上がり部に当て、生コンクリートにバイブレーションを与える上記第2ないし第4の発明のいずれかに記載の生コンクリート使用床表層部の施工法に関する。
第6の発明は、高剛性長方形状壁面体が鉄鋼又はアルミニウム合金製である上記第2ないし第5の発明のいずれかに記載の生コンクリート使用床表層部の施工法に関する。
第7の発明は、支柱が挿入貫通されてなる板状補助具の上及び下側ナットによる挟持が、支柱に螺合された下側ナットの上面に中心軸が該下側ナットと同一であり、中心軸に沿って支柱が螺入されたナット構造及び板状補助具の厚み以上の長さと板状補助具の支柱挿入貫通孔に挿入できる外径を持つ管状ネジが連接されてなる管状ネジ付き下側ナットの該管状ネジ部分が板状補助具に挿入され、板状補助具が下側ナット部分と管状ネジ部分に螺合された上側ナットの締め付け挟持と、支柱の所望位置まで螺合されてなる管状ネジ付き下側ナットと支柱に螺合された上側ナットにより管状ネジ部分上端からの締め付けによる挟持である上記第2ないし第6の発明のいずれかに記載の生コンクリート使用床表層部の施工法に関する。
第8の発明は、支柱の直立作業を、床用下地面に据え置かれた台座中央から上方に垂直に伸びる管状体に支柱の下端を抜き外し可能に挿入して行う上記第2ないし第7の発明のいずれかに記載の生コンクリート使用床表層部の施工法に関する。
As a result of intensive studies to solve the above problems, the present inventor succeeded in finding an effective solution. The gist of the present invention is as follows.
The first invention is a construction method in which a reinforcing bar is laid and a ready-mixed concrete is laid on a floor surface for flooring, and the surface is leveled to form a smooth and horizontal floor surface portion having a desired thickness.
(1) The leveling of the ready-mixed concrete surface is performed by placing a part of the ready-mixed concrete first, preliminarily leveling it, or directly on the rebar without placing these. A plurality of “arounds” of the ready-mixed concrete ingots are placed at desired intervals, and a right-sided quadrilateral frame is placed on the plurality of “arounds” via the plurality of “arounds”. Including the work of leveling the ready-mixed concrete placed in a right-angled quadrilateral frame with a leveling tool passed over one set of opposite sides,
(2) The right-angled quadrilateral frame is a frame composed of two sets of opposing high-rigidity rectangular wall surfaces, and each long side constituting each wall surface is leveled, and each wall surface is When used in a vertically standing state, each of the long horizontal surfaces on the upper side of at least one pair of facing rectangular wall surfaces of the frame body constitutes a sliding surface for sliding the leveling tool, and the rectangular shape Closed annular flat plate pieces that horizontally extend outward from the long side on the lower side of the wall surface to form the hook-shaped ribs of the right-sided quadrilateral frame body, or the lower side of at least one pair of each rectangular wall surface that faces each other A flat plate piece that horizontally extends outward from the long side of the side to form a rib of the rectangular wall surface,
(3) The leveling tool is integrally attached to the sliding rod with a structure in which a plurality of the sliding rods hang down in parallel with a gap between the sliding rod and the central portion thereof. It is composed of a flat plate group having a length that does not exceed the inter-surface distance and a width that is the same as the height of the right-sided quadrilateral frame,
(4) Place a right-sided quadrilateral frame on the “Conceal” made of ready-made concrete with the flat plate pieces in contact with each other, place ready-mixed concrete to fill the space between the “Conceal”, and level it along the sliding surface. The present invention relates to a method for constructing a surface layer portion using fresh concrete, which is a construction method including a step of sliding a stick of a jig and leveling ready-mixed concrete with a group of flat plates.
The second invention is a construction method in which a reinforcing bar is laid and a ready-mixed concrete is placed on the floor surface for flooring, and the surface is smoothed to form a smooth and horizontal floor surface layer portion having a desired thickness.
(1) The leveling work on the surface of the ready-mixed concrete includes the work of sliding the leveling tool in contact with the ready-mixed concrete along two sliding surfaces that are held at the same height.
(2) The two sliding surfaces are formed of at least one pair of rectangular wall surfaces facing each other in a right-sided quadrilateral frame body configured by horizontally arranging the long sides of the two sets of high-rigidity rectangular wall surfaces facing each other. It consists of each long horizontal plane on the upper side,
(3) The holding of the two sliding surfaces for sliding the leveling tool extends horizontally from the long side on the lower side of each rectangular wall surface constituting the right-sided quadrilateral frame body to the right side. It extends horizontally outward from the long side on the lower side of the rectangular wall surface that needs to be held by at least the pillar among the closed circular flat plate pieces that form the bowl-shaped ribs of the shape frame body or each rectangular wall surface body Including holding the flat plate pieces that form the ribs of the rectangular wall body, and holding by a column upright on the floor surface for flooring,
(4) The horizontal and equal height holding by the support is the holding by the plate-like auxiliary tool that is screwed to the support and is sandwiched between the upper and lower nuts positioned at a desired height.
(5) The plate-like auxiliary tool has a portion formed with a through hole for supporting pillars that is orthogonal to both the upper and lower outer surfaces, and an opening at the edge that is parallel to both the upper and lower outer surfaces and leaves the upper and lower walls. A flat plate-like body having a portion in which a groove having a depth into which a flat plate piece can be inserted is formed, and a screw for pressing and fixing the flat piece to be inserted on one wall surface forming the groove of the flat plate-like body Is screwed in,
(6) The upright position of the support is two or more positions along the outside of the flat plate piece that needs to be held so that the upright of the support is not disturbed by the contact between the support and the reinforcing bar,
(7) The upright of the support is an upright obtained by connecting and fixing each positioned support to a right-angled quadrilateral frame body via a plate-like auxiliary tool and a flat plate piece,
(8) The leveling tool has a sliding rod and a plurality of pieces that hang down in parallel with a gap at the center of the sliding rod, and are attached to the sliding rod integrally. A flat plate group having a length that does not exceed the height and the width of the right-angled quadrilateral frame and the same dimension,
(9) The construction method using the leveling tool is a construction method including a step of sliding the leveling tool sliding rod along the sliding surface and leveling the ready-mixed concrete with the flat plate group.
It relates to the construction method of the surface layer part using raw concrete.
3rd invention is related with the construction method of the surface layer part using ready-mixed concrete as described in said 2nd invention whose ready-mixed concrete is for high strength or ultra-high strength concrete with a low water / cement ratio.
The fourth aspect of the present invention is the use of ready-mixed concrete floor surface according to the second or third invention, wherein the leveling operation of the ready-mixed concrete surface is performed via a net having high bending resistance and laid on the ready-mixed concrete surface. It relates to the construction method of the part.
According to a fifth aspect of the present invention, the leveling work of the ready-mixed concrete surface is a raised portion of the ready-mixed concrete in which the leveling tool provided with a vibration function is placed prior to the work of sliding the leveling tool along the sliding surface. This relates to a method for constructing a fresh concrete use floor surface layer according to any one of the second to fourth aspects of the invention, which applies vibration to the ready concrete.
6th invention is related with the construction method of the floor layer part using ready-mixed concrete in any one of the said 2nd thru | or 5th invention whose high-rigidity rectangular-shaped wall body is made of steel or aluminum alloy.
According to the seventh aspect of the present invention, the upper and lower nuts of the plate-like auxiliary tool into which the support pillar is inserted and penetrated are centered on the upper surface of the lower nut screwed to the support pillar. Tubular screw formed by connecting a nut structure in which a post is screwed along the central axis and a tubular screw having a length longer than the thickness of the plate-like auxiliary tool and an outer diameter that can be inserted into the column insertion through hole of the plate-like auxiliary tool The tubular screw part of the attached lower nut is inserted into the plate-shaped auxiliary tool, and the plate-shaped auxiliary tool is clamped and clamped by the upper nut screwed to the lower nut part and the tubular screw part, and screwed to the desired position of the column. The floor surface layer portion using the ready-mixed concrete according to any one of the second to sixth aspects, wherein the lower nut with a tubular screw and the upper nut screwed to the support are clamped by tightening from the upper end of the tubular screw portion. Related to the construction method.
According to an eighth aspect of the present invention, the upright operation of the support is performed by inserting the lower end of the support into the tubular body extending vertically upward from the center of the pedestal placed on the floor base surface so as to be removable. The present invention relates to a method for constructing a surface layer portion of a ready-to-use concrete floor according to any one of the inventions.

発明の効果The invention's effect

本発明に係る方法によれば、上記構成をとることにより生コンクリート打設、均しをしようとする場所の面積がかなり広くても、また打設及び均し面が比較的狭い部分的な均し作業の繰り返しであっても、「あたり」を使用する施工法の場合は枠体を構成する長方形状壁面体の薄厚面ではなくて平板片という広い面が「あたり」に当接するので該壁面体、即ち枠体が「あたり」に食い込んで沈み、水平性を阻害するような現象はほとんど起こらないという効果がある。又直角四辺形状枠体の全周又は一部に設けられた平板片を支柱で保持する施工法の場合は、均し具用摺動面を広く同一面上に、しかも水平に維持し続けることができるので、結果として処理面全体にわたり平滑で水平な表層部を形成することができるという効果が伴う。
更に、上記直角四辺形状枠体を平行移動させつつ打設、均し作業を繰り返す際に、該作業の終わった場所と次に行おうとする場所を一部重ねて、即ち、前者を後者の枠体内に一部含めて行うことにより均し面の凹凸はほとんど無くなり、平滑化が達成できるという効果を得ることができる。
According to the method of the present invention, by adopting the above configuration, even if the area of the place for placing and leveling the ready-mixed concrete is considerably large, the leveling of the casting and leveling surface is relatively narrow. However, in the case of a construction method that uses “hit” even if the work is repeated, the wide surface of the flat plate piece abuts on the “hit” instead of the thin wall surface of the rectangular wall surface constituting the frame body. There is an effect that the body, that is, the frame body digs into the “around” and sinks, and the phenomenon that disturbs the horizontality hardly occurs. In addition, in the case of a construction method in which a flat plate provided on the entire circumference or part of a right-angled quadrilateral frame is held by a support column, keep the sliding surface for the leveling tool wide and on the same plane, and keep it horizontal. As a result, a smooth and horizontal surface layer portion can be formed over the entire processing surface.
Further, when the placing and leveling operations are repeated while translating the right-angled quadrilateral frame, the place where the work is finished and the place to be performed next are partially overlapped, that is, the former is the latter frame. By including a part in the body, the unevenness of the leveling surface is almost eliminated, and an effect that smoothing can be achieved can be obtained.

以下、図面を用いて本発明を実施するための最良の形態を説明する。
図1に示した組み立て装置1は、本発明に係る生コンクリート使用床表層部の施工法の実施に好適な装置の一例の斜視図であり、一部切り欠き図で示されている。
直角四辺形状枠体2は相対する二組の鋼材製長方形状壁面体21、21(左辺と右辺)及び22、22(奥側と手前側)からなり、これら各長方形状壁面体の下方側長尺辺21a、21a、22a、22aから外方側に水平に延びて直角四辺形状枠体の鍔状リブを形成する閉環状の平板片2Aが形成されている場合を示している。
この場合は平板片による直角四辺形状枠体全体の補強性高い特長がある。
Hereinafter, the best mode for carrying out the present invention will be described with reference to the drawings.
The assembling apparatus 1 shown in FIG. 1 is a perspective view of an example of an apparatus suitable for carrying out the method for constructing a floor layer using ready-mixed concrete according to the present invention, and is partially cut away.
The rectangular quadrilateral frame 2 is composed of two pairs of opposing steel rectangular wall surfaces 21, 21 (left side and right side) and 22, 22 (back side and front side), and the lower side lengths of these rectangular wall surfaces. The case where the closed annular flat plate piece 2A that extends horizontally outward from the scale sides 21a, 21a, 22a, 22a and forms the hook-shaped ribs of the right-sided quadrilateral frame is shown.
In this case, there is a feature that the reinforcing property of the entire right-sided quadrilateral frame body by the flat plate piece is high.

更に他の態様として各長方形状壁面体のうち、少なくとも支柱による保持が必要な長方形状壁面体の下方側の長尺辺から外方側に水平に延びて当該長方形状壁面体のリブを形成する平板片、例えば211、211なる平板片とか221、221なる平板片の他、211,211、221、221なる平板片のように各壁面体毎に個別に形成されたものも、各辺の補強を個別に考慮でき、また均し具を直交した2方向のどの方向にも行うことができ、好ましい態様である。  As another aspect, among the rectangular wall surfaces, at least a rectangular wall surface that needs to be held by a support column extends horizontally from the long side on the lower side to form a rib of the rectangular wall surface body. In addition to flat pieces such as 211, 211, and 221 and 221, flat plates such as 211, 211, 221, and 221 are individually formed for each wall body. Can be considered individually, and the leveling tool can be applied in any of two orthogonal directions, which is a preferred mode.

一方、同壁面体の上辺21b、21b及び22b、22bはそれぞれ2つの摺動面21B、21B及び22B、22Bを構成し、この面上を摺動する均し具3は両摺動面に跨る摺動棒31とその両端を除く中央部にあって壁面体21b,21b間、又は22b、22b間、即ち摺動面間距離を超えない長さ(図面では水平方向の枠間距離)と壁面体21b又は22bの高さと同じ寸法の幅(図面では垂直方向)を有する複数枚の平行な平板32a、32b、32cからなる平板群32が摺動棒から垂れ下がる構造で一体化して構成されている。  On the other hand, the upper sides 21b, 21b and 22b, 22b of the same wall body constitute two sliding surfaces 21B, 21B and 22B, 22B, respectively, and the leveling tool 3 sliding on this surface straddles both sliding surfaces. The length (the distance between the horizontal frames in the drawing) and the wall surface between the wall bodies 21b and 21b or between the wall bodies 21b and 21b, or between 22b and 22b, that is, the distance between the sliding surfaces in the central portion excluding the sliding rod 31 and both ends thereof A flat plate group 32 composed of a plurality of parallel flat plates 32a, 32b, 32c having the same width as the height of the body 21b or 22b (vertical direction in the drawing) is integrally formed with a structure that hangs down from a sliding rod. .

この均し具は、直角四辺形状枠体2内に生コンクリートが打設され、山状に盛り上がった状態にある場合、例えば流動性の低い高強度コンクリートの場合は、バイブレーターを連結して振動機能を持たせ、摺動面から離れた上方に吊り上げた状態で該山状部分に繰り返し接触させ、平板群の間隙にも生コンクリートが入り込む程度までめり込ませ、生コンクリートの脱気、締めつけを行いつつ、次第に位置を下げて摺動面上に乗せることが好ましい。  This leveling tool has a vibration function by connecting a vibrator when the ready-mixed concrete is cast in the right-angled quadrilateral frame 2 and is raised in a mountain shape, for example, in the case of high strength concrete with low fluidity. In order to prevent the fresh concrete from being degassed and tightened, repeatedly bring it into contact with the mountain-shaped portion while being lifted upward away from the sliding surface, While performing, it is preferable that the position is gradually lowered and placed on the sliding surface.

本発明に係る施工法は、直角四辺形状枠体2を水平に、順次移動させつつ該枠体2で囲まれた範囲のみを均して行く方法をとるので、生コンクリートの均し高さは該枠体の下辺21a、21aの位置までであり、均し具3の幅は前記のような幅(図面では上下方向の高さ)が採られる。
なお、均し具3の摺動力は人力、動力のいずれでもよいが、前記高強度の生コンクリートのような低流動性の材料を使用する場合は通常は動力が好ましい。
Since the construction method according to the present invention is a method in which the right-sided quadrilateral frame 2 is moved horizontally and sequentially, and only the range surrounded by the frame 2 is leveled, the leveling height of the ready-mixed concrete is Up to the positions of the lower sides 21a and 21a of the frame body, the leveling tool 3 has a width as described above (the height in the vertical direction in the drawing).
Note that the sliding force of the leveling tool 3 may be either human power or power. However, when using a low fluidity material such as the high-strength ready-mixed concrete, power is usually preferable.

また、均し具3による均し作業において、生コンクリート表面に耐折曲げ変形性の高いネットを敷き、該ネットを介して均すと均し作業に係る労力も少なく、しかもコンクリート表面層の品質の向上を図りやすい効果がある。また、ネットは使用後、剥ぎ取らずに表層部内に残すこともでき、表層部の補強効果も期待できる。
上記ネット使用の場合の作業性向上の理由としては、均し具が生コンクリートに食い込めないこと、ネットの耐折曲げ変形性が高いので均し具が滑り易く、しごき易いこと、ネットの目を通してコンクリートのアマが浮き出るので均し具のすべりがよくなることなどが考えられる。
ネットの材質としては、上記折り曲げ変形に対して耐性があればよいので、この物性を満たすものであれば特に限定されるものではないが、コンクリートの化学的特性に対する耐性も必要であり、ポリ塩化ビニール系樹脂、ポリエチレンテレフタレート等のポリエステル系樹脂、高密度ポリエチレン系樹脂、耐アルカリ性ガラス、ステンレス系金属、カーボン繊維等が好適に使用できる。
Also, in leveling work with the leveling tool 3, a net with a high bending resistance is laid on the surface of the ready-mixed concrete. It is easy to improve. Further, the net can be left in the surface layer portion without being peeled off after use, and the reinforcing effect of the surface layer portion can be expected.
Reasons for improving workability when using the above nets are that the leveling tool cannot penetrate into the ready-mixed concrete, the net is highly resistant to bending deformation, and the leveling tool is slippery and easy to squeeze. It is possible that the smoothness of the leveling tool will improve due to the fact that concrete flax comes out.
The material of the net is not particularly limited as long as it has resistance to the above bending deformation, so long as it satisfies this physical property. However, resistance to the chemical properties of concrete is also necessary. Vinyl resins, polyester resins such as polyethylene terephthalate, high density polyethylene resins, alkali-resistant glass, stainless steel metals, carbon fibers, and the like can be suitably used.

本発明に係る床表層部の施工法は上記のように直角四辺形状枠体2を移動させつつ広域にわたって水平化しようとするものであるので直角四辺形枠体自体を絶えず水平移動させ、水平に固定することが重要であり、該枠体2の支持方法は非常に重要な技術的要素である。
この支持方法として支柱を床面に単に長方形状壁面体に平行に、即ち直線上に並べて立てようとしても、床用下地面に敷設された鉄筋、特に通常使用される網目状に組まれた鉄筋に邪魔されて支持に好適な位置に直立させることは一般に困難又は不可能である。
Since the construction method of the floor surface layer portion according to the present invention is intended to level the wide area while moving the right-sided quadrilateral frame 2 as described above, the right-sided quadrilateral frame itself is continuously moved horizontally and horizontally. It is important to fix, and the method of supporting the frame 2 is a very important technical element.
As a support method, reinforcing bars laid on the floor foundation surface, especially reinforcing bars that are usually used in the form of meshes, even if the pillars are simply placed parallel to the rectangular wall surface on the floor surface, that is, arranged in a straight line. It is generally difficult or impossible to stand upright in a position suitable for support.

本発明に係る支柱5による支持はこの問題を解決するものであり、具体的には、支柱5を前記枠体2に可及的近い位置に且つ枠体2支持に必要な数だけ直立させ、該支柱に高さ位置可変に、且つ枠体2に向かって延びる板状補助具4、4・・が取り付けられ、枠体2の相対する平板片211、211又は221,221、更に要すれば211,211,221、221の適当な位置において把持させようとするものである。
ここに板状補助具4は、板状体41に上下両外面に直交してなる支柱挿入用貫通孔411(図1では一個の板状補助具のみについてその上面に、後述のナットを一部切り欠き図で示して該貫通孔411の上端を示してある)がそれぞれ形成されてなる部分412と、上下両外面に平行に且つ上側壁面413a、下側壁面413bを残して端縁413d(図6に明示)に開口して前記リブを形成する平板片211を挿入できる深さの溝413cが形成されてなる部分とを有する。なお、平板片を先ず載置し、次に挿入するという挿入作業上、上側壁面が下側壁面よりも短い方が便利である。
The support by the support column 5 according to the present invention solves this problem. Specifically, the support column 5 is placed as close as possible to the frame body 2 and upright as many as necessary to support the frame body 2, Plate-like auxiliary tools 4, 4... Extending toward the frame 2 are attached to the support columns and the plate-like pieces 211, 211 or 221, 221 facing the frame 2, and further if necessary. It is intended to be gripped at appropriate positions 211, 211, 221, and 221.
Here, the plate-like auxiliary tool 4 has a column insertion through-hole 411 that is perpendicular to the upper and lower outer surfaces of the plate-like body 41 (in FIG. 1, only a single plate-like auxiliary tool has a later-described nut on its upper surface. An edge 413d (shown in a cutaway view) is formed with a portion 412 formed with a through hole 411 formed in parallel, and an upper wall surface 413a and a lower wall surface 413b in parallel with both upper and lower outer surfaces. 6), and a portion formed with a groove 413c having a depth into which the flat plate piece 211 forming the rib can be inserted. In addition, it is more convenient that the upper wall surface is shorter than the lower wall surface in terms of the insertion work of placing the flat plate pieces first and then inserting them.

上記板状補助具4、4・・の支柱挿入用貫通孔411、・・には支柱5,5・・が螺入され、所望の高さにおいて板状体41、41・・の両面側からナット414、414・・(下面側のナットは見えない)で締め付けられ、これらの支柱は摺動面21B,21B、22B、22Bに可及的近く、又可及的平行になるように板状補助具4,4・・に設けた溝413c、413c・・に直角四辺形状枠体2の平板片211、211又は更に221、221を、それぞれ好適な深さまで挿入し、板状補助具の上側壁面413a、413a・・に設けた固定用ネジ415、415・・を深く螺入し、挿入されている平板片211,221・・を下側の壁面413b、413b・・に押し付けることにより、支柱5,5・・に取り付けられた板状補助具4,4・・と直角四辺形状枠体2を連結固定することができる。しかも支柱5,5・・は互いに必ずしも直線上にはないにも係わらず、該枠体2の方向を一定に保つことができ、単に平行移動するだけで打設全域を凹凸なく、全体を水平にすることができる。  .. Are inserted into the through-holes 411 for inserting the columns of the plate-like auxiliary tools 4, 4..., And are inserted into the columns 41, 41. Tightened with nuts 414, 414 .. (the nut on the lower surface side is not visible), and these columns are plate-like so as to be as close as possible to and parallel to the sliding surfaces 21B, 21B, 22B, 22B. The flat plate pieces 211, 211 or further 221, 221 of the right-sided quadrilateral frame 2 are inserted into the grooves 413c, 413c,... Provided in the auxiliary tools 4, 4,. The fixing screws 415, 415,... Provided on the wall surfaces 413a, 413a,... Are deeply screwed and the inserted flat plate pieces 211, 221, .. are pressed against the lower wall surfaces 413b, 413b,. Plate-like auxiliary attached to 5,5 ... 4,4 · perpendicular quadrilateral frame body 2 can be connected and fixed. Moreover, although the support columns 5, 5... Are not necessarily in a straight line with each other, the direction of the frame body 2 can be kept constant. Can be.

図2は、図1のX−X切断断面図の一部切り欠き図であり、図1と同じ符号が付されている。図1では示すことができなかった板状補助具4,4・・の下側壁面413b、413b・・の下面に接するナット414,414・・も示されている。
均し具3の断面図が示され、平板32a、32b、32cの3枚からなる平板群32が示されているが、枚数は後述の機能から理解されるように3枚に限定されるものではないことは言うまでもない。この均し具3の構造、機能等の詳細な説明は図4について行う。
2 is a partially cutaway view of the XX cross-sectional view of FIG. 1 and is given the same reference numerals as FIG. Also shown are nuts 414, 414,... That contact the lower surfaces of the lower side wall surfaces 413b, 413b,.
A cross-sectional view of the leveling tool 3 is shown, and a flat plate group 32 consisting of three flat plates 32a, 32b, and 32c is shown, but the number is limited to three as will be understood from the function described later. It goes without saying that it is not. A detailed description of the structure and function of the leveling tool 3 will be given with reference to FIG.

図3は、図1のY−Y方向側面図の一部切り欠き図であり、図1と同じ符号が付されている。
直角四辺形状枠体2の平板片211,211は支柱5,5にナット414,414で上下から締め付けられた板状補助具4の上、下壁面413a、413b間の溝413cに挿入され、ネジ415で適宜固定されている。この場合、支柱を枠体2から離れた位置に設置せざるを得ない場合は、上記平板片の挿入長さを単に短くするだけで直角四辺形状枠体2を一定の位置に、また移動する場合はその移動方向を一定に維持することができ、枠体2を平行移動するだけで広域の平滑化、水平化が可能となる。
3 is a partially cutaway view of the YY direction side view of FIG. 1, and the same reference numerals as those in FIG.
The flat plate pieces 211 and 211 of the right-sided quadrilateral frame 2 are inserted into the grooves 413c between the upper and lower wall surfaces 413a and 413b on the plate-like auxiliary tool 4 fastened to the support columns 5 and 5 by nuts 414 and 414 from above and below. It is fixed appropriately at 415. In this case, when the column must be installed at a position away from the frame 2, the right-sided quadrilateral frame 2 is moved to a certain position by simply shortening the insertion length of the flat plate piece. In this case, the moving direction can be kept constant, and wide area smoothing and leveling can be achieved by simply moving the frame 2 in parallel.

図4は、図2に示した均し具3の断面図に相当する側面図であり、図1〜図3の符号と同じ符号が付されている。
本発明に係る均し具3の平板群32に係る平板32a等は、均し具の摺動棒31を摺動面21B、21Bに接触させて摺動させる以前の処理操作として、立てた状態の平板32a等を打設直後の山状に盛られた生コンクリートに繰り返し、衝撃的に押し込むことにより主として練り、均し、脱気し易くする効果を発揮するものであるが、各平板32a、32b、32cの厚みを大にすると生コンクリートへの食い込みが悪くなり、前記効果が発揮され難くなる。また上記厚みの小な平板を間隔を広くあけてなる平板群32の場合は、生コンクリート打設単位面積当たりの前記効果はよくない。逆に狭い平板間隙に生コンクリート、またはその成分を侵入させ得るようにした平板群32を用いることにより生コンクリートに剪断力をも与えて前記効果が一層向上する。ここに狭い間隙とは、生コンクリート自体、生コンクリート中の微粒子成分、アマ等の液体成分等が侵入できる程度の間隙を指す。
FIG. 4 is a side view corresponding to the cross-sectional view of the leveling tool 3 shown in FIG. 2, and the same reference numerals as those in FIGS.
The flat plates 32a and the like of the flat plate group 32 of the leveling tool 3 according to the present invention are in an upright state as a processing operation before the sliding bar 31 of the leveling tool is slid in contact with the sliding surfaces 21B and 21B. The flat plate 32a and the like are repeatedly applied to the ready-mixed ready-mixed concrete immediately after being placed, and the effect of facilitating kneading, leveling, and degassing mainly by impacting the flat plate 32a, When the thicknesses of 32b and 32c are increased, the bite into the ready-mixed concrete is deteriorated, and the above effect is hardly exhibited. Further, in the case of the flat plate group 32 in which flat plates having a small thickness are spaced apart from each other, the effect per unit area of ready-mixed concrete is not good. On the contrary, the use of ready-mixed concrete or a group of flat plates 32 that can infiltrate its components into a narrow flat plate gap also gives a shearing force to the ready-mixed concrete, thereby further improving the effect. Here, the narrow gap refers to a gap to which the ready-mixed concrete itself, fine particle components in ready-mixed concrete, liquid components such as flax and the like can enter.

図5は、本発明において使用される代表的な均し具3の正面図であり、図1と同じ符号が付されている。摺動棒31の中央部分には平板群32が摺動棒から垂れ下がるような形態で一体的に取り付けられている。好ましい寸法は前述のとうりである。  FIG. 5 is a front view of a typical leveling tool 3 used in the present invention, and the same reference numerals as those in FIG. A flat plate group 32 is integrally attached to the center portion of the sliding bar 31 in such a manner as to hang down from the sliding bar. Preferred dimensions are as described above.

図6は、板状補助具4に支柱5を螺入して固定する場合の他の態様を示す一部切り欠き側面図であり、図1と同じ符号が付されている。
図1に示したように支柱5を挿入した板状補助具4を単に上及び下側ナットで挟持して固定する場合、支柱5は直角四辺形状枠体2を把持、固定し、均し具の荷重も加えた曲げ応力を受けるが、板状補助具の固定されている短い範囲に応力が集中して支柱としては好ましくない。この対策としては、支柱が受ける曲げ応力を分散させることである。
FIG. 6 is a partially cutaway side view showing another embodiment when the support column 5 is screwed and fixed to the plate-like auxiliary tool 4, and the same reference numerals as those in FIG.
As shown in FIG. 1, when the plate-like auxiliary tool 4 having the support 5 inserted therein is simply sandwiched and fixed by the upper and lower nuts, the support 5 grips and fixes the right-sided quadrilateral frame body 2 and the leveling tool. However, the stress is concentrated in a short range where the plate-like auxiliary tool is fixed, which is not preferable as a support column. The countermeasure is to disperse the bending stress that the strut receives.

図6に示す板状補助具、支柱及び上下側ナットの新しい組み合わせは上記課題を解決する手段を提供するものであり、以下詳説する。
支柱5に螺合された下側ナット414の上面には中心軸が該ナット414と同一であり、中心軸に沿って支柱が螺入されたナット構造を持ち、また板状補助具4の厚み以上の長さと板状補助具4の支柱挿入貫通孔411に挿入できる外径を持つ管状ネジ414cが連接されてなる管状ネジ付き下側ナットの該管状ネジ部分が板状補助具4に挿入され、板状補助具4が下側ナット部分と管状ネジ部分に螺合された上側ナット414aの締め付け挟持と、支柱5の所望位置まで螺合されてなる管状ネジ付き下側ナットと支柱に螺合された上側ナット414bとによる管状ネジ部分上端からの締め付けにより挟持されることになり、板状補助具4等の荷重で受ける曲げ応力も支柱に広く分散され、支柱5が湾曲等変形するおそれはかなり改善される。
The new combination of the plate-like auxiliary tool, the support column, and the upper and lower nuts shown in FIG. 6 provides a means for solving the above-mentioned problems, and will be described in detail below.
The upper surface of the lower nut 414 screwed to the column 5 has a nut structure in which the central axis is the same as that of the nut 414 and the column is screwed along the central axis. The tubular screw portion of the lower nut with the tubular screw formed by connecting the tubular screw 414c having the above length and the outer diameter that can be inserted into the column insertion through hole 411 of the plate-like auxiliary tool 4 is inserted into the plate-like auxiliary tool 4. The plate-like auxiliary device 4 is screwed into the lower nut and the column with the tubular screw, and the upper nut 414a is screwed to the lower nut portion and the tubular screw portion, and is tightened to the desired position of the column 5. The upper nut 414b is clamped by tightening from the upper end of the tubular screw portion, and the bending stress received by the load of the plate-like auxiliary tool 4 or the like is also widely dispersed in the support column, and the support column 5 may be bent or deformed. Considerably improved

図7は、支柱5を立設した状態で板状補助具4を取り付ける作業等を行う場合に便利に使用し得る一例としての仮立設具6に支柱5を挿入して立てた状態の断面図を示す。
仮立設具6は、床用下地に接する面には所望の広さの平板台に垂直に支柱の螺入又は緊密な挿入が可能で、しかも分離も簡単な管状体を立設したものである。
この仮立設具6は、平板台の大きさによっては前記鉄筋を敷設した後での設置は困難な場合もあり、大きい場合は該敷設前に設置しておく必要がある。また、生コンクリート打設後に支柱5を取り除く際にはコンクリート内に残した状態になることは止むを得ない。
FIG. 7 is a cross-sectional view of a state in which the support column 5 is inserted into the temporary standing tool 6 as an example that can be conveniently used when performing the operation of attaching the plate-like auxiliary tool 4 while the support column 5 is erected. The figure is shown.
The temporary standing tool 6 is a structure in which a tubular body which can be screwed or closely inserted into a vertical plate on a surface having a desired width and can be easily separated is provided on the surface in contact with the floor base. is there.
The temporary installation tool 6 may be difficult to install after laying the reinforcing bars depending on the size of the flat table, and if large, it is necessary to install the temporary installation tool 6 before the laying. Moreover, when removing the support | pillar 5 after cast-in-place concrete placement, it will be inevitable that it will remain in the concrete.

図8は、仮立設具の他の例を示すもので、3本足の台座の上に前記の場合同様の管状体を立設してなる仮立設具7に支柱を挿入して立てた状態の一部切り欠き図を示す。この場合は3本足であるので床用下地に少々の不陸があっても使用し得る点で仮立設具6に優る。  FIG. 8 shows another example of a temporary standing tool. A column is inserted into a temporary standing tool 7 in which a tubular body similar to the above case is erected on a three-legged base. A partially cutaway view of the state is shown. In this case, since it has three legs, it is superior to the temporary standing tool 6 in that it can be used even if there is a slight unevenness in the ground for flooring.

本発明に係る技術は、広面積の床下地に凹凸が非常に少ない平滑な、しかも全域にわたり一様に水平な新規な床表層部を造る施工法を提供するものであり、新築の場合は勿論、不陸の多いリフォームに係る床表層部の施工にも好適に使用し得るものである。  The technology according to the present invention provides a construction method for constructing a new floor surface layer portion that is smooth and has a very small unevenness on a wide floor floor, and that is uniformly horizontal throughout the entire area. In addition, it can be suitably used for the construction of the floor surface layer portion related to the renovation with many unevenness.

生コンクリート使用床表層部施工用装置の斜視図の一部切り欠き図。The partial cutaway figure of the perspective view of the apparatus for floor surface layer construction using raw concrete. 図1のX−X切断断面図の一部切り欠き図。FIG. 2 is a partially cutaway view of the XX cut sectional view of FIG. 1. 図1のY−Y方向側面図の一部切り欠き図。The partially cutaway view of the YY direction side view of FIG. 図2の均し具の断面図に相当する側面図。The side view equivalent to sectional drawing of the leveling tool of FIG. 均し具の正面図Front view of leveling equipment 板状補助具に支柱を螺入、固定した状態の一部切り欠き側面図。The partially cutaway side view of the state which screwed and fixed the support | pillar to the plate-shaped auxiliary tool. 支柱の仮立設具に支柱を立設した状態の一部切り欠き断面図。FIG. 4 is a partially cutaway cross-sectional view of a state in which a support column is erected on a support column standing tool. 支柱の仮立設具に支柱を立設した状態の一部切り欠き断面図。FIG. 4 is a partially cutaway cross-sectional view of a state in which a support column is erected on a support column standing tool.

符号の説明Explanation of symbols

1・・・・・・・・・・・床表層部施工用装置
2・・・・・・・・・・・直角四辺形状枠体
21、22・・・・・・・長方形状壁面体
21a、22a・・・・・壁面体の下方側の長尺辺
22b、22b・・・・・壁面体の上方側の長尺辺
21B、22B・・・・・摺動面
2A・・・・・・・・・・閉環状平板片
211、221・・・・・平板片
3・・・・・・・・・・・均し具
31・・・・・・・・・・摺動棒
32・・・・・・・・・・平板群
32a、32b、32c・平板
4・・・・・・・・・・・板状補助具
41・・・・・・・・・・板状体
411・・・・・・・・・支柱挿入用貫通孔
412・・・・・・・・・板状体中、支柱挿入用貫通孔の存在する部分
413・・・・・・・・・板状体中、上下側壁面の存在する部分
413a・・・・・・・・上側壁面
413b・・・・・・・・下側壁面
413c・・・・・・・・溝
413d・・・・・・・・板状体の端縁
414・・・・・・・・・下側ナット
414a・・・・・・・・上側ナット
414b・・・・・・・・上側ナット
414c・・・・・・・・管状ネジ
415・・・・・・・・・ネジ
5・・・・・・・・・・・支柱
6、7・・・・・・・・・仮立設具
DESCRIPTION OF SYMBOLS 1 ..... Equipment for floor surface layer construction 2 ...... Right-sided quadrilateral frame 21, 22 ...... Rectangular wall 21a. , 22a... Long side on the lower side of the wall surface body 22b, 22b... Long side on the upper side of the wall surface body 21B, 22B... Sliding surface 2A.・ ・ ・ ・ ・ Closed annular flat plate 211, 221 Flat plate 3 ·································································・ ・ ・ ・ ・ ・ ・ ・ ・ Plate group 32a, 32b, 32c ・ Plate 4 ・ ・ ・ ・ ・ ・ ・ ・ ・ ・ ・ Plate-shaped auxiliary tool 41 ・ ・ ・ ・ ・ ・ Plate-like body 411 ・·························································································································· Middle, upper and lower side wall surface 4 3a: upper wall surface 413b: lower wall surface 413c: groove 413d: edge of plate 414 ... Lower nut 414a ... Upper nut 414b ... Upper nut 414c ... Tube screw 415 ... ······························ 5 ··········································································

Claims (8)

床用下地面に鉄筋の敷設及び生コンクリートの打設を行い、その表面を均して所望の厚みを持つ平滑且つ水平な床表層部を形成する施工法において、
(1)生コンクリート表面の均し作業は、生コンクリートの一部を先ず打設して予備的に均してこの上に、又はこれら打設をすることなしに直接鉄筋の上に床表層部の高さを決める、生コンクリート製塊の「あたり」を所望の間隔で複数個置き、該複数個の「あたり」を介してその上に直角四辺形状枠体を載置し、該枠体の相対するいずれかの一組の辺に渡した均し具で直角四辺形状枠体内に打設された生コンクリートを均す作業を含み、
(2)該直角四辺形状枠体は、相対する二組の高剛性長方形状壁面体から構成された枠体であって、各壁面体を構成する各長尺辺を水平にし、各壁面体を垂直に立てた状態で使用される際の枠体の少なくとも一組の対面する長方形状壁面体の上方側の各長尺水平面は均し具を摺動させる摺動面を構成し、該長方形状壁面体の下方側の長尺辺から外方側に水平に延びて直角四辺形状枠体の鍔状リブを形成する閉環状の平板片、又は相対する少なくとも一組の各長方形状壁面体の下方側の長尺辺から外方に水平に延びて当該長方形状壁面体のリブを形成する平板片を有し、
(3)均し具は、摺動棒とその中央部において摺動棒に沿って複数枚が互いに間隙を持って平行に垂れ下がる構造で摺動棒に一体的に取り付けられ、一対の摺動面間距離を越えない長さと直角四辺形状枠体の高さと同寸法の幅を有する平板群とから構成されてなり、
(4)生コンクリート製「あたり」の上に直角四辺形状枠体をその平板片を当接させて載置し、「あたり」間を埋める生コンクリートを打設し、摺動面に沿って均し具の摺動棒を摺動させ、平板群で生コンクリートを均す工程を含む施工法である、生コンクリート使用床表層部の施工法。
In the construction method of laying reinforcing bars and placing ready-mixed concrete on the floor surface for flooring, leveling the surface and forming a smooth and horizontal floor surface part with the desired thickness,
(1) The leveling of the ready-mixed concrete surface is performed by placing a part of the ready-mixed concrete first, preliminarily leveling it, or directly on the rebar without placing these. A plurality of “arounds” of the ready-mixed concrete ingots are placed at desired intervals, and a right-sided quadrilateral frame is placed on the plurality of “arounds” via the plurality of “arounds”. Including the work of leveling the ready-mixed concrete placed in a right-angled quadrilateral frame with a leveling tool passed over one set of opposite sides,
(2) The right-angled quadrilateral frame is a frame composed of two sets of opposing high-rigidity rectangular wall surfaces, and each long side constituting each wall surface is leveled, and each wall surface is When used in a vertically standing state, each of the long horizontal surfaces on the upper side of at least one pair of facing rectangular wall surfaces of the frame body constitutes a sliding surface for sliding the leveling tool, and the rectangular shape Closed annular flat plate pieces that horizontally extend outward from the long side on the lower side of the wall surface to form the hook-shaped ribs of the right-sided quadrilateral frame body, or the lower side of at least one pair of each rectangular wall surface that faces each other A flat plate piece that horizontally extends outward from the long side of the side to form a rib of the rectangular wall surface,
(3) The leveling tool is integrally attached to the sliding rod with a structure in which a plurality of the sliding rods hang down in parallel with a gap between the sliding rod and the central portion thereof. It consists of a flat plate group having a length that does not exceed the distance and a width that is the same as the height of the right-angled quadrilateral frame,
(4) Place the right-sided quadrilateral frame on the “concrete” made of ready-mixed concrete with its flat plate abutting, and cast ready-mixed concrete to fill the space between the “approach” and level it along the sliding surface. A construction method for the surface layer using fresh concrete, which is a construction method that includes the process of sliding the bar of the jig and leveling the ready-mixed concrete with a group of flat plates.
床用下地面に鉄筋の敷設及び生コンクリートの打設を行い、その表面を均して所望の厚みを持つ平滑且つ水平な床表層部を形成する施工法において、
(1)生コンクリート表面の均し作業は、水平且つ同一高さに保持された2つの摺動面上に沿って均し具を生コンクリートに接触させながら摺動させる作業を含み、
(2)2つの摺動面は、対面する二組の高剛性長方形状壁面体の各長尺辺を水平にして構成された直角四辺形状枠体における少なくとも一組の対面する長方形状壁面体の上方側の各長尺水平面で構成され、
(3)均し具を摺動させる2つの摺動面の保持は、直角四辺形状枠体を構成する各長方形状壁面体の下方側の長尺辺から外方側に水平に延びて直角四辺形状枠体の鍔状リブを形成する閉環状の平板片、又は各長方形状壁面体のうち少なくとも支柱による保持が必要な長方形状壁面体の下方側の長尺辺から外方に水平に延びて当該長方形状壁面体のリブを形成する平板片の把持を含む、床用下地面に直立させた支柱による保持であり、
(4)支柱による水平且つ同一高さの保持は、支柱に螺合され、所望の高さに位置決めされた上及び下側ナットで挟持されてなる板状補助具による保持であり、
(5)板状補助具は、上下両外面に直交してなる支柱挿入用貫通孔が形成されてなる部分と、上下両外面に平行に且つ上下に壁面を残して端縁に開口して前記平板片を挿入できる深さの溝が形成されてなる部分とを有する平面板状体であり、該平面板状体の溝を形成する一方の壁面には挿入される平板片を押圧固定するネジが螺入されてなり、
(6)支柱の直立位置は、保持の必要な平板片の外側に沿い、支柱と鉄筋との接触により支柱の直立が邪魔されることのない2以上の位置であり、
(7)支柱の直立は、各位置決めされた支柱を直角四辺形状枠体に、板状補助具及び平板片を介して連結固定して得られる直立であり、
(8)均し具は、摺動棒と、その中央部において摺動棒に沿って複数枚が互いに間隙を持って平行に垂れ下がり、摺動棒に一体的に取り付けられ、摺動面間距離を越えない長さと直角四辺形状枠体の高さと同寸法の幅を有する平板群とから構成されてなり、
(9)均し具による施工法は、摺動面に沿って均し具の摺動棒を摺動させ、平板群で生コンクリートを均す工程を含む施工法である、
ことを特徴とする生コンクリート使用床表層部の施工法。
In the construction method of laying reinforcing bars and placing ready-mixed concrete on the floor surface for flooring, leveling the surface and forming a smooth and horizontal floor surface part with the desired thickness,
(1) The leveling work on the surface of the ready-mixed concrete includes the work of sliding the leveling tool in contact with the ready-mixed concrete along two sliding surfaces that are held at the same height.
(2) The two sliding surfaces are formed of at least one pair of rectangular wall surfaces facing each other in a right-sided quadrilateral frame body configured by horizontally arranging the long sides of the two sets of high-rigidity rectangular wall surfaces facing each other. It consists of each long horizontal plane on the upper side,
(3) The holding of the two sliding surfaces for sliding the leveling tool extends horizontally from the long side on the lower side of each rectangular wall surface constituting the right-sided quadrilateral frame body to the right side. It extends horizontally outward from the long side on the lower side of the rectangular wall surface that needs to be held by at least the pillar among the closed circular flat plate pieces that form the bowl-shaped ribs of the shape frame body or each rectangular wall surface body Including holding the flat plate pieces that form the ribs of the rectangular wall body, and holding by a column upright on the floor surface for flooring,
(4) The horizontal and equal height holding by the support is the holding by the plate-like auxiliary tool that is screwed to the support and is sandwiched between the upper and lower nuts positioned at a desired height.
(5) The plate-like auxiliary tool has a portion formed with through-holes for supporting pillars that are orthogonal to both the upper and lower outer surfaces, and an opening at the end edge that is parallel to both the upper and lower outer surfaces and leaves the upper and lower walls. A flat plate-like body having a portion formed with a groove having a depth into which the flat plate piece can be inserted, and a screw for pressing and fixing the flat plate piece to be inserted into one wall surface forming the groove of the flat plate-like body Is screwed in,
(6) The upright position of the support is two or more positions along the outside of the flat plate piece that needs to be held so that the upright of the support is not disturbed by the contact between the support and the reinforcing bar,
(7) The upright of the support is an upright obtained by connecting and fixing each positioned support to a right-angled quadrilateral frame body via a plate-like auxiliary tool and a flat plate piece,
(8) The leveling tool has a sliding rod and a plurality of pieces that hang down in parallel with each other along the sliding rod at the center thereof, and are integrally attached to the sliding rod. A flat plate group having a length that does not exceed the height and the width of the right-angled quadrilateral frame and the same dimension,
(9) The construction method using the leveling tool is a construction method including a step of sliding the leveling tool sliding rod along the sliding surface and leveling the ready-mixed concrete with the flat plate group.
A construction method for the surface layer of ready-mixed concrete floors.
生コンクリートが水/セメント比の低い高強度又は超高強度コンクリート用のものである請求項2記載の生コンクリート使用床表層部の施工法。  The method for constructing a surface layer portion using ready-mixed concrete according to claim 2, wherein the ready-mixed concrete is for high-strength or ultra-high-strength concrete having a low water / cement ratio. 生コンクリート表面の均し作業が、生コンクリート表面に敷いた耐折曲げ変形性の高いネットを介して行われる請求項2又は3記載の生コンクリート使用床表層部の施工法。  The method for constructing a surface layer portion using ready-mixed concrete according to claim 2 or 3, wherein the leveling operation of the ready-mixed concrete surface is performed through a net having high bending resistance that is laid on the ready-made concrete surface. 生コンクリート表面の均し作業が、摺動面に沿って均し具を摺動させる作業に先立ち、バイブレーション機能を付与した均し具を打設された生コンクリートの盛り上がり部に当て、生コンクリートにバイブレーションを与える請求項2ないし4のいずれかに記載の生コンクリート使用床表層部の施工法。  Before the leveling work on the surface of the ready-mixed concrete, the leveling tool provided with a vibration function is applied to the raised portion of the ready-mixed concrete before the leveling tool is slid along the sliding surface. The construction method of the surface layer part using ready-mixed concrete according to any one of claims 2 to 4 which gives vibration. 高剛性長方形状壁面体が鉄鋼又はアルミニウム合金製である請求項2ないし5のいずれかに記載の生コンクリート使用床表層部の施工法。  The method for constructing a surface layer portion using a ready-mixed concrete according to any one of claims 2 to 5, wherein the highly rigid rectangular wall surface is made of steel or an aluminum alloy. 支柱が挿入貫通されてなる板状補助具の上及び下側ナットによる挟持が、支柱に螺合された下側ナットの上面に中心軸が該下側ナットと同一であり、中心軸に沿って支柱が螺入されたナット構造及び板状補助具の厚み以上の長さと板状補助具の支柱挿入貫通孔に挿入できる外径を持つ管状ネジが連接されてなる管状ネジ付き下側ナットの該管状ネジ部分が板状補助具に挿入され、板状補助具が下側ナット部分と管状ネジ部分に螺合された上側ナットの締め付け挟持と、支柱の所望位置まで螺合されてなる管状ネジ付き下側ナットと支柱に螺合された上側ナットによる管状ネジ部分上端からの締め付けによる挟持である請求項2ないし6のいずれかに記載の生コンクリート使用床表層部の施工法。  The upper and lower nuts of the plate-like auxiliary tool into which the support post is inserted and penetrated have the same center axis as the lower nut on the upper surface of the lower nut screwed to the support post. A nut structure in which a post is screwed, and a lower nut with a tubular screw formed by connecting a tubular screw having a length longer than the thickness of the plate-like auxiliary tool and an outer diameter that can be inserted into the post-insertion through hole of the plate-like auxiliary tool. Tubular screw part is inserted into the plate-shaped auxiliary tool, and the plate-shaped auxiliary tool is clamped between the lower nut part and the tubular screw part, and the upper nut is tightened and clamped, and the pipe is screwed to the desired position The method for constructing a floor layer using a ready-mixed concrete according to any one of claims 2 to 6, wherein clamping is performed by tightening from an upper end of a tubular screw portion by an upper nut screwed to a lower nut and a support column. 支柱の直立作業を、床用下地面に据え置かれた台座中央から上方に垂直に伸びる管状体に支柱の下端を抜き外し可能に挿入して行う請求項2ないし7のいずれかに記載の生コンクリート使用床表層部の施工法。  The ready-mixed concrete according to any one of claims 2 to 7, wherein the upright work of the support is performed by detachably inserting the lower end of the support into a tubular body vertically extending from the center of the pedestal placed on the floor surface for flooring. Construction method of the floor layer used.
JP2004173195A 2004-05-17 2004-05-17 Ready-mixed concrete placing method for floor surface layer Pending JP2005325666A (en)

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108755356A (en) * 2018-07-17 2018-11-06 南通华新建工集团有限公司 A kind of band vibrations floor leveling concrete absolute altitude control tool
CN113818696A (en) * 2021-10-13 2021-12-21 广东蕉岭建筑工程集团有限公司 Subside contrary construction tool in post-cast strip

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108755356A (en) * 2018-07-17 2018-11-06 南通华新建工集团有限公司 A kind of band vibrations floor leveling concrete absolute altitude control tool
CN108755356B (en) * 2018-07-17 2020-10-30 南通华新建工集团有限公司 Area vibrations ground concrete elevation control instrument of making level
CN113818696A (en) * 2021-10-13 2021-12-21 广东蕉岭建筑工程集团有限公司 Subside contrary construction tool in post-cast strip

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