JP2016132919A - Concrete placing face finishing method and top level setting device used for the same - Google Patents

Concrete placing face finishing method and top level setting device used for the same Download PDF

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JP2016132919A
JP2016132919A JP2015007997A JP2015007997A JP2016132919A JP 2016132919 A JP2016132919 A JP 2016132919A JP 2015007997 A JP2015007997 A JP 2015007997A JP 2015007997 A JP2015007997 A JP 2015007997A JP 2016132919 A JP2016132919 A JP 2016132919A
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top end
concrete
ground
setting device
height
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JP2016132919A5 (en
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高義 松平
Takayoshi Matsudaira
高義 松平
出口 正信
Masanobu Deguchi
正信 出口
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SHOEI GIKEN KK
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SHOEI GIKEN KK
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Abstract

PROBLEM TO BE SOLVED: To accurately finish a concrete placing face.SOLUTION: A concrete placing face finishing method comprises following steps: to lay a pair of elongated top level indication members in parallel with each other along the foundation; to set a height of each top level indication member from the foundation to the height corresponding to a desired concrete finishing face; to supply ready mixed concrete on the foundation between the pair of top level indication members; to place an elongated leveling member between one member and the other member of the pair of top level indication members; and to level the ready mixed concrete by sliding the placed leveling member on the top level indication members in a longer direction of the top level indication members.SELECTED DRAWING: Figure 9

Description

この発明は、コンクリート打設面の仕上げ方法とそれに用いる天端設定装置に関する。   The present invention relates to a method for finishing a concrete casting surface and a top end setting device used therefor.

建築物の床面基礎工事は、基礎構造物の型枠を組むか、もしくは構造物の内面基礎の内部に砕石を敷き、鉄筋を組んだ上にコンクリートを打設することで、施工されている。そして、このコンクリートの打設時には、予め天端を指示する天端指示具を使用し、その指示レベルまでコンクリートを打設することで、打設面の仕上げを行うようにしている。   Building floor foundation work is carried out by building a formwork for the foundation structure, or by placing crushed stone inside the inner foundation of the structure and placing concrete on the reinforcing bars. . At the time of placing the concrete, a top end indicating tool for instructing the top end is used in advance, and the concrete is cast to the indicated level to finish the placing surface.

このような工事に用いられる天端指示具としては、天端レベルを示す棒材と、その棒材を上下方向移動可能に鉄筋に固定する固定部材とを備えた天端出し補助具が知られている(例えば、特許文献1参照)。   As a top end indicating tool used for such construction, a top end extending auxiliary tool is known which includes a bar indicating the top end level and a fixing member for fixing the bar to the reinforcing bar so as to be movable in the vertical direction. (For example, refer to Patent Document 1).

特許第5271878公報Japanese Patent No. 5271878

従来のこのような天端出し補助具を用いたコンクリート打設工事では、天端レベルを示す棒材の先端、つまり点を目印としてコンクリート打設面を仕上げるので、その打設面を均一に精度よく仕上げるためには、天端レベルを示す数多くの棒材を高密度でコンクリートの打設領域に配置する必要がある。   In conventional concrete placement work using such a top edge assisting tool, the concrete placement surface is finished with the tip of the bar indicating the top edge level, that is, the point as a mark, so the placement surface is evenly accurate. In order to finish well, it is necessary to arrange a large number of bars showing the top level at high density in the concrete placement area.

しかしながら、天端レベルを示す棒材を高密度で配置すると、コンクリートの打設作業者や生コンクリート供給ホースなどがその棒材に接触して、設定された天端レベルがずれたり、衝撃で天端出し補助具自体が破損するという問題があった。   However, if the bars that indicate the top level are arranged at high density, the concrete placing operator, the ready-mixed concrete supply hose, etc. will come into contact with the bars, and the set top level will be shifted or There was a problem that the edge assisting tool itself was damaged.

この発明は、このような事情を考慮してなされたもので、天端の指示方法を、従来の棒材の先端(点)を用いる方法から棒材の本体(線)を用いる方法に変換することにより、上記課題を解決したコンクリート打設面の仕上げ方法とそれに用いる天端設定装置を提供するものである。   The present invention has been made in consideration of such circumstances, and the top end indication method is converted from a conventional method using the tip (point) of a bar to a method using a main body (line) of the bar. By this, the finishing method of the concrete casting surface which solved the said subject, and the top end setting apparatus used for it are provided.

この発明は、一対の細長い天端指示部材を互いに平行に地盤に沿って横たえると共に、各天端指示部材の地盤からの高さを所望のコンクリート仕上げ面に対応する高さに設定し、前記一対の天端指示部材間の地盤上に生コンクリートを供給し、前記一対の天端指示部材の一方から他方に細長い均し部材を渡し、渡した均し部材を天端指示部材の長手方向に天端指示部材上で摺動させて前記生コンクリートを均す、工程からなるコンクリート打設面の仕上げ方法を提供するものである。   In the present invention, a pair of elongate top end indicating members lie along the ground in parallel with each other, and the height of each top end indicating member from the ground is set to a height corresponding to a desired concrete finish surface. The ready-mixed concrete is supplied onto the ground between the top end indicating members of the pair, and an elongated leveling member is passed from one of the pair of top end indicating members to the other, and the passed leveling member is placed in the longitudinal direction of the top end indicating member. The present invention provides a method for finishing a concrete placing surface comprising a step of sliding on an end indicating member to level the ready-mixed concrete.

一対の細長い天端指示部材の高さをコンクリート仕上げ面の高さに設定し、一対の天端指示部材間に供給された生コンクリートを天端指示部材間に渡した均し部材で均すので、天端指示部材の長さおよび天端指示部材間の距離を従来の天端レベルを示す棒材の間隔より十分に大きくしても、コンクリートの打設面を精度よく仕上げることができる。   Since the height of the pair of elongated top end indicating members is set to the height of the concrete finish surface, the ready-mixed concrete supplied between the pair of top end indicating members is leveled by the leveling member passed between the top end indicating members. Even if the length of the top end indicating member and the distance between the top end indicating members are sufficiently larger than the distance between the bars indicating the conventional top end level, the concrete placement surface can be finished with high accuracy.

この発明に係る天端設定装置の上面図である。It is a top view of the top end setting device according to the present invention. 図1のA−A矢視断面図である。It is AA arrow sectional drawing of FIG. この発明に係る天端指示装置の正面図である。It is a front view of the top end indication device concerning this invention. この発明に係る天端設定装置の配置説明図である。It is arrangement | positioning explanatory drawing of the top end setting apparatus which concerns on this invention. この発明に係る天端設定装置の操作説明図である。It is operation explanatory drawing of the top end setting apparatus which concerns on this invention. この発明に係る天端指示部材の設置状態を示す正面図である。It is a front view which shows the installation state of the top end indicating member which concerns on this invention. この発明に係る天端指示部材の設置状態を示す上面図である。It is a top view which shows the installation state of the top end indicating member which concerns on this invention. この発明に係るコンクリート打設工程説明図である。It is concrete drawing process explanatory drawing which concerns on this invention. この発明に係るコンクリート打設工程説明図である。It is concrete drawing process explanatory drawing which concerns on this invention. この発明に係るコンクリート打設工程説明図である。It is concrete drawing process explanatory drawing which concerns on this invention.

この発明のコンクリート打設面の仕上げ方法は、一対の細長い天端指示部材を互いに平行に地盤に沿って横たえると共に、各天端指示部材の地盤からの高さを所望のコンクリート仕上げ面に対応する高さに設定し、前記一対の天端指示部材間の地盤上に生コンクリートを供給し、前記一対の天端指示部材の一方から他方に細長い均し部材を渡し、渡した均し部材を天端指示部材の長手方向に天端指示部材上で摺動させて前記生コンクリートを均す、工程からなることを特徴とする。   In the method for finishing a concrete placing surface according to the present invention, a pair of elongate top end indicating members lie along the ground in parallel with each other, and the height of each top end indicating member from the ground corresponds to a desired concrete finished surface. Set the height, supply ready-mixed concrete on the ground between the pair of top end indicating members, pass an elongated leveling member from one of the pair of top end indicating members to the other, and pass the passed leveling member to the top It comprises a step of leveling the ready-mixed concrete by sliding on the top end indicating member in the longitudinal direction of the end indicating member.

前記所望のコンクリート仕上げ面は、水平面であってもよいし、水平に対して傾斜してもよい。   The desired concrete finish surface may be a horizontal surface or may be inclined with respect to the horizontal.

この発明は、別の観点から前記天端指示部材の高さを設定する工程に用いる天端設定装置であって、前記天端指示部材を保持する保持部材と、前記保持部材と結合し前記保持部材の地盤からの高さを調整する調整部材と、前記調整部材を地盤に固定する固定部材とを備える天端設定装置を提供するものである。   The present invention is a top end setting device used in a step of setting the height of the top end indicating member from another viewpoint, the holding member holding the top end indicating member, and the holding member coupled to the holding member A top end setting device is provided that includes an adjustment member that adjusts the height of the member from the ground, and a fixing member that fixes the adjustment member to the ground.

前記調整部材が、雌ネジ部と、雌ネジ部に螺合する雄ネジ部とを備え、それによって前記高さを調整してもよい。   The adjustment member may include a female screw portion and a male screw portion that is screwed into the female screw portion, thereby adjusting the height.

前記固定部材は、地盤に打ち込まれる杭からなってもよいし、地盤にモルタルで固定される部材からなってもよい。   The fixing member may be a pile driven into the ground, or may be a member fixed to the ground with mortar.

[実施形態]
以下、図面に示す実施形態を用いてこの発明を詳述する。これによってこの発明が限定されるものではない。
図1はこの発明の実施形態の天端設定装置の上面図、図2は図1のA−A矢視断面図、図3はこの実施形態の天端指示部材の正面図である。
[Embodiment]
Hereinafter, the present invention will be described in detail with reference to embodiments shown in the drawings. This does not limit the invention.
1 is a top view of a top end setting device according to an embodiment of the present invention, FIG. 2 is a cross-sectional view taken along the line AA of FIG. 1, and FIG. 3 is a front view of the top end indicating member of this embodiment.

図1と図2に示すように、天端設定装置1は、図3に示す天端指示部材7を保持するための保持部材2と、保持部材2の地盤9からの高さを調整する調整部材3と、調整部材3を地盤9に固定する固定部材としての角杭6を備える。   As shown in FIGS. 1 and 2, the top end setting device 1 adjusts the holding member 2 for holding the top end indicating member 7 shown in FIG. 3 and the height of the holding member 2 from the ground 9. The member 3 and the square pile 6 as a fixing member which fixes the adjustment member 3 to the ground 9 are provided.

調整部材3は円筒部材4と支持台5を備える。円筒部材4は上端に形成されたフランジ4bと、外周に形成された雄ネジ部4aと、フランジ4bの下方に形成されたネジ穴に螺合する抜け止めビス2dを備える。   The adjustment member 3 includes a cylindrical member 4 and a support base 5. The cylindrical member 4 includes a flange 4b formed on the upper end, a male screw portion 4a formed on the outer periphery, and a retaining screw 2d that is screwed into a screw hole formed below the flange 4b.

支持台5は円錐台形の形状を有し、軸心に形成された穴5aと、穴5aの内周面に形成された雌ネジ部5bを備える。支持台5の下面と角杭6の上端とは、角杭6の上端から先端に向って軸心に形成されたネジ穴6aに固定ボルト6bとワッシャ6cを用いて固定されるようになっている。円筒部材4と支持台5とは、雄ネジ部4aが雌ネジ部5bに螺合することによって互いに結合されている。   The support base 5 has a truncated cone shape, and includes a hole 5a formed in the axial center and a female screw portion 5b formed on the inner peripheral surface of the hole 5a. The lower surface of the support base 5 and the upper end of the square pile 6 are fixed to a screw hole 6a formed in the axial center from the upper end of the square pile 6 toward the tip using a fixing bolt 6b and a washer 6c. Yes. The cylindrical member 4 and the support base 5 are coupled to each other when the male screw portion 4a is screwed into the female screw portion 5b.

保持部材2は、上部が台形の円柱、下部が小径の円柱からなり、互いに同軸である。小径の円柱部分が円筒部材4の上端から挿入され、大径の円柱部分は円筒部材4のフランジ4bの上面で軸中心に回転可能に支持される。   The holding member 2 is composed of a trapezoidal cylinder at the top and a small diameter cylinder at the bottom, and is coaxial with each other. A small-diameter column portion is inserted from the upper end of the cylindrical member 4, and the large-diameter column portion is rotatably supported about the axis on the upper surface of the flange 4 b of the cylindrical member 4.

保持部材2には、上面に天端指示部材7(図3)の端部を保持する保持溝2aが形成されている。そして、保持溝2aに直交する方向に形成された2つの平行なネジ穴2eに、それぞれ固定ビス2bが螺着されている。   In the holding member 2, a holding groove 2a for holding the end of the top end indicating member 7 (FIG. 3) is formed on the upper surface. Then, fixing screws 2b are screwed into two parallel screw holes 2e formed in a direction perpendicular to the holding groove 2a.

この固定ビス2bは、後述するように、天端指示部材7(図3)の端部が保持溝2aに挿入されたときに天端指示部材7を保持溝2a固定するために用いられる。
また、保部材2aの小径円柱にはその外周面に円周溝2cが形成され、この円周溝2cに前述の抜け止めビス2dが挿入されることにより、保持部材2が円筒部材4から抜け出ることが防止される。
As will be described later, the fixing screw 2b is used to fix the top end indicating member 7 to the holding groove 2a when the end of the top end indicating member 7 (FIG. 3) is inserted into the holding groove 2a.
Further, a circumferential groove 2c is formed on the outer peripheral surface of the small-diameter column of the retaining member 2a, and the retaining member 2 comes out of the cylindrical member 4 by inserting the aforementioned retaining screw 2d into the circumferential groove 2c. It is prevented.

このような機構によって、作業者は保持部材2を回転しないように維持した状態で、フランジ4bを軸中心に回転させると、雄ネジ部4aと雌ネジ部5bの螺合作用により、保持部材2を支持台5に対して上下方向に移動させることができる。つまり、保持部材2の高さを調整することができる。   By such a mechanism, when the operator rotates the flange 4b about the axis while maintaining the holding member 2 so as not to rotate, the holding member 2 is engaged by the screwing action of the male screw portion 4a and the female screw portion 5b. Can be moved vertically with respect to the support 5. That is, the height of the holding member 2 can be adjusted.

そして、図1および図2に示す天端設定装置1の地盤9への設置は、次のような手順で行われる。
先ず、角杭6を地盤9に打込む。
次に、支持台5を角杭6の上端に設置して、固定ボルト6bとワッシャ6cを用いて両者を結合する。
次に、予め保持部材2が上端に挿入され抜け止めビス2dで抜け止めされた円筒部材4の雄ネジ部4aを支持台5の雌ネジ部5bに螺合させる。
And the installation to the ground 9 of the top end setting apparatus 1 shown to FIG. 1 and FIG. 2 is performed in the following procedures.
First, the square pile 6 is driven into the ground 9.
Next, the support base 5 is installed on the upper end of the square pile 6, and both are combined using the fixing bolt 6b and the washer 6c.
Next, the male screw portion 4a of the cylindrical member 4 in which the holding member 2 is inserted in the upper end in advance and is prevented from being removed by the retaining screw 2d is screwed into the female screw portion 5b of the support base 5.

図3に示す天端指示部材7は、長さL=1800mm、幅W=25mm、厚さ4mmの帯状の板であり、両端に厚さ方向に貫通する長孔7aと、2つの長孔7aの間に厚さ方向に貫通する直径12.5mmの複数の丸孔を有する。   The top end indicating member 7 shown in FIG. 3 is a belt-like plate having a length L = 1800 mm, a width W = 25 mm, and a thickness 4 mm, and has a long hole 7a penetrating in the thickness direction at both ends, and two long holes 7a. A plurality of round holes having a diameter of 12.5 mm penetrating in the thickness direction.

なお、この実施形態では、保持部材2と円筒部材4はABS樹脂を用いて、支持台5はPOM樹脂を用いて、角杭6はPS樹脂を用いて、それぞれ型を用いて成形される。また、天端指示部材7は炭素鋼(SS41)を板金加工することにより製作される。   In this embodiment, the holding member 2 and the cylindrical member 4 are molded using ABS resin, the support 5 is molded using POM resin, and the square pile 6 is molded using PS resin, each using a mold. Moreover, the top end indicating member 7 is manufactured by subjecting carbon steel (SS41) to sheet metal processing.

このような構成の天端設定装置1と天端指示部材7を用いてコンクリートの打設面を仕上げる方法を詳細に説明する。
先ず、図4のように地盤上において横ピッチP1=2500mm、縦ピッチP2=1800mmで示される天端設定装置1の設置位置に角杭6(図2)を打ち込む。
A method of finishing a concrete placing surface using the top end setting device 1 and the top end indicating member 7 having such a configuration will be described in detail.
First, as shown in FIG. 4, the square pile 6 (FIG. 2) is driven into the installation position of the top end setting device 1 indicated by the horizontal pitch P1 = 2500 mm and the vertical pitch P2 = 1800 mm on the ground.

次に、前述の要領で天端設定装置1を組立てる。つまり、まず、打ち込んだ角杭6に支持台5を固定ボルト6bとワッシャ6cを用いて固定する。
次に、保持部材2を上端に備えた円筒部材4の雄ネジ部4aを支持台5の雌ネジ部5bに螺合させ、図2に示す天端設定装置1を組立てる。
Next, the top end setting device 1 is assembled as described above. That is, first, the support base 5 is fixed to the driven corner pile 6 using the fixing bolt 6b and the washer 6c.
Next, the male screw portion 4a of the cylindrical member 4 provided with the holding member 2 at the upper end is screwed into the female screw portion 5b of the support base 5, and the top end setting device 1 shown in FIG. 2 is assembled.

次に、組立てたそれぞれの天端設定装置1に、図5に示すように、レーザー受光器8を設置し、コンクリート仕上げ面(天端)を指示する水平方向のレーザービームLBを各レーザー受光器8に照射する。   Next, as shown in FIG. 5, a laser receiver 8 is installed in each assembled top end setting device 1, and each laser receiver receives a horizontal laser beam LB indicating a concrete finish surface (top end). 8 is irradiated.

作業者はフランジ4bを回転させてレーザー受光器8がレーザービームを丁度受光する位置にレーザー受光器8の高さ、すなわち保持部材2の高さを設定する。なお、レーザー受光器8およびレーザ発光器は市販のものを利用可能である。   The operator rotates the flange 4b and sets the height of the laser receiver 8, that is, the height of the holding member 2, at a position where the laser receiver 8 just receives the laser beam. Commercially available laser receivers 8 and laser emitters can be used.

図4に示す天端設定装置1のそれぞれの保持部材2の高さの設定が終了すると、図6および図7に示すように、縦方向に隣接する一対の天端設定装置1の間に図3に示す天端指示部材7を懸け渡し、両端の長孔7aにそれぞれ固定ビス2b(図1)を挿入して各保持部材2に天端指示部材7の端部を保持させる。   When the setting of the height of each holding member 2 of the top end setting device 1 shown in FIG. 4 is completed, as shown in FIG. 6 and FIG. 7, the figure is placed between a pair of top end setting devices 1 adjacent in the vertical direction. 3 is suspended and the fixing screws 2b (FIG. 1) are inserted into the long holes 7a at both ends to hold the end of the top end indicating member 7 on each holding member 2.

これによって図6、図7に示す天端指示部材7はコンクリート仕上げ面(天端)を指示することになる。   Thereby, the top end indicating member 7 shown in FIGS. 6 and 7 indicates the concrete finish surface (top end).

次に、図8に示すように天端指示部材7が隠れるまで地盤に生コンクリートを供給する。
次に、作業者は、図9,図10に示すように、平行に対向する2つの天端指示部材7に均し用具(トンボ)11の均し板(長さ3m)11aを直交する方向に渡し、均し板11aの中央に直角に設けられた把手11bを矢印の方向に向って引っ張る。
Next, as shown in FIG. 8, ready-mixed concrete is supplied to the ground until the top end indicating member 7 is hidden.
Next, as shown in FIGS. 9 and 10, the operator orthogonally crosses the leveling plate (length 3 m) 11 a of the leveling tool (dragonfly) 11 with the two top end indicating members 7 facing in parallel. Then, the handle 11b provided at a right angle in the center of the leveling plate 11a is pulled in the direction of the arrow.

それによって、均し板11aは天端指示部材7上を摺動するので、生コンクリート10は天端指示部材7の指示する高さに一様に均され、打設されたコンクリート表面が精度よく均一に仕上げられる。
なお、この実施形態では図5に示すように各レーザー受光器8に水平方向のレーザービームLBを照射してコンクリート仕上げ面が水平になるようにしたが、水平方向に対して、例えば、0.5〜1度の角度だけ傾斜したレーザービームを用いれば、天端指示部材7は水平に対してその角度で傾斜するように設定される。
Thereby, the leveling plate 11a slides on the top end indicating member 7, so that the ready-mixed concrete 10 is uniformly leveled to the height indicated by the top end indicating member 7, and the placed concrete surface is precisely Finished uniformly.
In this embodiment, as shown in FIG. 5, each laser receiver 8 is irradiated with a laser beam LB in the horizontal direction so that the concrete finish surface becomes horizontal. If a laser beam inclined by an angle of 5 to 1 degree is used, the top end indicating member 7 is set to be inclined at that angle with respect to the horizontal.

従って、生コンクリート10の表面はその傾斜を有するように仕上げられることになる。これは、例えば水はけ用の勾配を必要とするビルの屋上や食品工場の床面などのコンクリート打設面の仕上げにきわめて有効である。   Therefore, the surface of the ready-mixed concrete 10 is finished to have the inclination. This is very effective for finishing concrete placing surfaces such as rooftops of buildings that require drainage gradients and food factory floors.

また、図4に示すように地盤に角杭6(図2)を打ち込むときに、地盤が固すぎて打ち込めない場合や柔らかすぎて安定しない場合には、予め地盤に適当な大きさの穴を穿設し、その穴にモルタルを注入した上で角杭6を押し込んで固定するようにしてもよい。この場合には、角杭6の代りに杭の形状ではない他の形状の部材を用いることができる。   As shown in FIG. 4, when the square pile 6 (FIG. 2) is driven into the ground, if the ground is too hard to be driven or if it is too soft and unstable, a hole of an appropriate size is previously formed in the ground. The square pile 6 may be pushed in and fixed after piercing and injecting mortar into the hole. In this case, instead of the square pile 6, a member having a shape other than the shape of the pile can be used.

また、天端指示部材7は図3に示すように多数の丸孔7bを有するが、これは天端指示部材7によって分離される生コンクリート10を丸孔7bを介して結合させるためである。
従って、コンクリートの打設表面に溝を形成して表面割れを防止することが必要なときには、溝を形成する代りに、丸孔7bを有しない天端指示部材7を用いれば、そのような表面割れが防止される。
Further, the top end indicating member 7 has a large number of round holes 7b as shown in FIG. 3, and this is for joining the ready-mixed concrete 10 separated by the top end indicating member 7 through the round holes 7b.
Therefore, when it is necessary to form a groove on the concrete placement surface to prevent surface cracking, if the top end indicating member 7 having no round hole 7b is used instead of forming the groove, such a surface is used. Cracking is prevented.

なお、図9,図10に示す均し用具(トンボ)11の均し板11aにバイブレータ(振動装置)を搭載し、均し板11aにコンクリートの打設表面に対して直交する方向に数十〜数百Hzの微振動を与えることにより、均し板11aをさらに小さい引っぱり力で、円滑に天端指示部材7上で摺動させることができる。   In addition, a vibrator (vibration device) is mounted on the leveling plate 11a of the leveling tool (dragonfly) 11 shown in FIGS. 9 and 10, and the leveling plate 11a is several tens in the direction orthogonal to the concrete placement surface. By applying a slight vibration of up to several hundred Hz, the leveling plate 11a can be smoothly slid on the top end indicating member 7 with a smaller pulling force.

1 天端設定装置
2 保持部材
2a 保持溝
2b 固定ビス
2c 円周溝
2d 抜け止めビス
3 調整部材
4 円筒部材
4a 雄ネジ部
4b フランジ
5 支持台
5a 穴
5b 雌ネジ部
6 角杭
6a ネジ穴
6b 固定ボルト
6c ワッシャ
7 天端指示部材
7a 長孔
7b 丸孔
8 レーザー受光器
9 地盤
10 生コンクリート
LB レーザービーム
11 トンボ
11a 均し板
11b 把手
DESCRIPTION OF SYMBOLS 1 Top end setting apparatus 2 Holding member 2a Holding groove 2b Fixing screw 2c Circumferential groove 2d Retaining screw 3 Adjustment member 4 Cylindrical member 4a Male screw part 4b Flange 5 Support stand 5a Hole 5b Female screw part 6 Square pile 6a Screw hole 6b Fixing bolt 6c Washer 7 Top end indicating member 7a Long hole 7b Round hole 8 Laser receiver 9 Ground 10 Ready-mixed concrete LB Laser beam 11 Dragonfly 11a Leveling plate 11b Handle

Claims (6)

一対の細長い天端指示部材を互いに平行に地盤に沿って横たえると共に、各天端指示部材の地盤からの高さを所望のコンクリート仕上げ面に対応する高さに設定し、前記一対の天端指示部材間の地盤上に生コンクリートを供給し、前記一対の天端指示部材の一方から他方に細長い均し部材を渡し、渡した均し部材を天端指示部材の長手方向に天端指示部材上で摺動させて前記生コンクリートを均す、工程からなるコンクリート打設面の仕上げ方法。   A pair of elongate top end indicating members lie along the ground in parallel with each other, and the height of each top end indicating member from the ground is set to a height corresponding to a desired concrete finish surface. Supply ready-mixed concrete on the ground between the members, pass a long and thin leveling member from one of the pair of top end indicating members to the other, and pass the leveled member on the top end indicating member in the longitudinal direction of the top end indicating member A method for finishing a concrete casting surface comprising a step of smoothing the ready-mixed concrete by sliding in a step. 前記所望のコンクリート仕上げ面が水平面に対して傾斜した面である請求項1記載の方法。   The method of claim 1, wherein the desired concrete finish surface is a surface inclined with respect to a horizontal plane. 請求項1の前記天端指示部材の高さを設定する工程に用いる天端設定装置であって、前記天端指示部材を保持する保持部材と、前記保持部材と結合し前記保持部材の地盤からの高さを調整する調整部材と、前記調整部材を地盤に固定する固定部材とを備える天端設定装置。   The top end setting device used in the step of setting the height of the top end indicating member according to claim 1, comprising: a holding member that holds the top end indicating member; and a base member of the holding member that is coupled to the holding member. A top end setting device comprising: an adjustment member that adjusts the height of the head; and a fixing member that fixes the adjustment member to the ground. 前記調整部材が、雌ネジ部と、雌ネジ部に螺合する雄ネジ部とを備え、それによって前記高さを調整する請求項3記載の天端設定装置。   The top end setting device according to claim 3, wherein the adjustment member includes a female screw portion and a male screw portion that is screwed into the female screw portion, thereby adjusting the height. 前記固定部材は、地盤に打ち込まれる杭からなる請求項3又は4記載の天端設定装置。   The top end setting device according to claim 3 or 4, wherein the fixing member is a pile driven into the ground. 前記固定部材は、地盤にモルタルで固定される部材からなる請求項3又は4記載の天端設定装置。   The top end setting device according to claim 3 or 4, wherein the fixing member is a member fixed to the ground with mortar.
JP2015007997A 2015-01-19 2015-01-19 Concrete placing face finishing method and top level setting device used for the same Pending JP2016132919A (en)

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JP2019190028A (en) * 2018-04-19 2019-10-31 株式会社Nsp Ks jig

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Publication number Priority date Publication date Assignee Title
JPH07189529A (en) * 1992-07-10 1995-07-28 Okada:Kk Erection of post and drilling device for erecting post
JP2001059343A (en) * 1999-08-25 2001-03-06 Honma Kogyo Kk Concrete placement method for forming slab, and support tool for guide rail used therefor
JP2001159240A (en) * 1999-12-03 2001-06-12 Asanuma Corp Concrete direct finishing method and jig
JP2005105729A (en) * 2003-10-01 2005-04-21 Tomokazu Okuda Supporting bracket, its installing method and its height adjusting method, and mortar equalizing method

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH07189529A (en) * 1992-07-10 1995-07-28 Okada:Kk Erection of post and drilling device for erecting post
JP2001059343A (en) * 1999-08-25 2001-03-06 Honma Kogyo Kk Concrete placement method for forming slab, and support tool for guide rail used therefor
JP2001159240A (en) * 1999-12-03 2001-06-12 Asanuma Corp Concrete direct finishing method and jig
JP2005105729A (en) * 2003-10-01 2005-04-21 Tomokazu Okuda Supporting bracket, its installing method and its height adjusting method, and mortar equalizing method

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2019190028A (en) * 2018-04-19 2019-10-31 株式会社Nsp Ks jig
JP7022425B2 (en) 2018-04-19 2022-02-18 株式会社Nsp Ks jig

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