JP2003129663A - Concrete aggregate settler - Google Patents

Concrete aggregate settler

Info

Publication number
JP2003129663A
JP2003129663A JP2001322477A JP2001322477A JP2003129663A JP 2003129663 A JP2003129663 A JP 2003129663A JP 2001322477 A JP2001322477 A JP 2001322477A JP 2001322477 A JP2001322477 A JP 2001322477A JP 2003129663 A JP2003129663 A JP 2003129663A
Authority
JP
Japan
Prior art keywords
aggregate
concrete
needle
plate
tool
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Granted
Application number
JP2001322477A
Other languages
Japanese (ja)
Other versions
JP3800595B2 (en
Inventor
Kenji Watanabe
健嗣 渡邊
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.)
WATANABE KENSETSU KK
Original Assignee
WATANABE KENSETSU KK
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 WATANABE KENSETSU KK filed Critical WATANABE KENSETSU KK
Priority to JP2001322477A priority Critical patent/JP3800595B2/en
Publication of JP2003129663A publication Critical patent/JP2003129663A/en
Application granted granted Critical
Publication of JP3800595B2 publication Critical patent/JP3800595B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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

Abstract

PROBLEM TO BE SOLVED: To provide an aggregate settler allowing an operator using it to surely settle aggregate to a desired depth from the top surface of concrete to achieve uniform settlement of the aggregate. SOLUTION: The concrete aggregate settler comprises a float board 1 with a handle 3 provided on the upper surface thereof, and a number of hanging needle-like protrusions 2 aligned on the lower surface of the float board 1. When the needle-like protrusions 2 are sunk into concrete until the lower surface of the float board 1 makes contact with the top surface of the concrete, the aggregate in the concrete can be settled by the length of the protrusion 2.

Description

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

【0001】[0001]

【発明の属する技術分野】本発明は、打設したコンクリ
ートの骨材を沈めて養生時のコンクリートの均し代や縮
み代を確保するコンクリートの骨材沈め具に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a concrete aggregate sunk tool for sinking the concrete aggregate that has been cast to secure a leveling margin and a shrinkage margin of the concrete during curing.

【0002】[0002]

【従来の技術】打設したコンクリートは、天面から一定
深さまで骨材を沈め、養生する。これは、天面の平坦化
に伴うコンクリートの均し代や、養生に際するコンクリ
ートの縮み代の確保を目的としている。こうした骨材沈
め具としては、実開平05-006011号「継ぎ目部の表面加
工治具」及び実用新案登録第3055025号「コンクリート
仕上用鏝」等を例示できる。
2. Description of the Related Art When cast concrete, aggregate is sunk from the top surface to a certain depth and cured. This is aimed at securing a leveling allowance for the concrete due to the flattening of the top surface and a shrinkage allowance for the concrete during curing. Examples of such aggregate sunk tools include Kaikaihei No. 05-006011 "Jet surface processing jig" and Utility Model Registration No. 3055025 "Concrete finishing trowel".

【0003】実開平05-006011号は、コンクリートの打
継ぎ部やモルタルの塗り継ぎ部の継ぎ目部の表面に凹凸
を形成する際に、前記継ぎ目部の骨材を浮かせずに溝を
形成する治具に関する技術である。また、実用新案登録
第3055025号は、鏝板本体に砂利等の骨材の大きさより
小さな多数の透孔を配設した鏝に関する技術である。前
記実開平05-006011号よりも広く、直接的に骨材を沈め
ることに特化した技術である。
Japanese Utility Model Laid-Open No. 05-006011 discloses a method of forming a groove without floating the aggregate at the seam when forming unevenness on the surface of the seam of the concrete joint and the mortar joint. It is a technology related to ingredients. Further, Utility Model Registration No. 3055025 is a technology related to a trowel in which a large number of through holes smaller than the size of aggregate such as gravel are arranged in a trowel plate body. This technology is wider than the actual Kaihei No. 05-006011 and is a technology specialized for directly sinking aggregate.

【0004】[0004]

【発明が解決しようとする課題】打設したコンクリート
の天面において骨材を一定深さにまで沈める観点から、
上記実用新案登録第3055025号が好ましい。ここで、骨
材を沈めるには、骨材に上方から圧力を加えることがで
きても、コンクリートを排除しない構成が必要で、実用
新案登録第3055025号では前記構成を透孔からなる網目
状鏝板で実現している。すなわち、網目を構成する連結
桟がコンクリートを押し退けてコンクリート内へ没入す
るが、鏝板を引き上げると連結桟が押し退けていた範囲
に再びコンクリートが流れ込み、不要にコンクリートを
排除せずに骨材だけを沈降させることができるわけであ
る。
From the viewpoint of sinking the aggregate to a certain depth on the top surface of the cast concrete,
The above utility model registration No. 3055025 is preferable. Here, in order to sink the aggregate, it is necessary to have a structure in which concrete can be excluded even if pressure can be applied to the aggregate from above, and in utility model registration No. 3055025, the structure is a mesh trowel made of through holes. It is realized with a board. That is, the connecting bars that make up the mesh push the concrete away and sink into the concrete, but when the mortar plate is pulled up, the concrete flows again into the area where the connecting bars had been pushed away, and the aggregate is removed without unnecessary concrete removal. It can be settled.

【0005】しかし、骨材には大小様々な大きさがあ
り、それらすべてを考慮して透孔の大きさを決めると目
が細かくなり過ぎる問題がある。また、網目を構成する
連結桟が太すぎるとコンクリートを排除してしまうし、
逆に細すぎると骨材に押し返されて変形してしまう虞れ
もある。仮に網目が変形しなくても、網目はコンクリー
トに対する抵抗が大きく、骨材を深く沈降させることが
難しい。骨材の沈降が浅いと、天面の均しの程度によっ
ては、養生後天面から骨材が覗くことにもなり、結果と
して上塗りを要する等、天面高さが調節できない問題を
引き起こす。
However, aggregates come in various sizes, and when the size of the through holes is determined in consideration of all of them, there is a problem that the eyes become too fine. Also, if the connecting bars that make up the mesh are too thick, concrete will be eliminated,
On the contrary, if it is too thin, it may be pushed back by the aggregate and deformed. Even if the mesh is not deformed, the mesh has a large resistance to concrete and it is difficult to settle the aggregate deeply. If the aggregate sedimentation is shallow, the aggregate may be seen through the top surface after curing depending on the leveling of the top surface, resulting in a problem that the top surface height cannot be adjusted, such as requiring overcoating.

【0006】また、作業者が握り柄を持って鏝板本体に
圧力をかける場合、均一に圧力をかけることができず、
上記網目の問題が偏在して発生し、天面全体にわたって
均等な骨材の沈降が実現できなくなる問題もある。そこ
で、網目状の鏝板本体に代わって、確実に骨材を沈降さ
せることができ、作業者が用いながら均等な骨材の沈降
が実現できる骨材沈め具を開発するため、検討した。
Further, when an operator holds the grip handle and applies pressure to the trowel plate main body, the pressure cannot be applied uniformly,
There is also a problem that the mesh problem is unevenly distributed and uniform sedimentation of the aggregate cannot be realized over the entire top surface. Therefore, in order to develop an aggregate submersion tool that can surely settle the aggregate in place of the mesh-shaped mortarboard body and can realize the uniform settling of the aggregate while being used by the operator.

【0007】[0007]

【課題を解決するための手段】検討の結果開発したもの
が、鏝板上面に握り柄を設け、この鏝板下面に垂下する
針状突起を多数並設したコンクリートの骨材沈め具であ
る。本発明の骨材沈め具は、鏝板及び握り柄に関しては
従来見られるコンクリートの天面の均し具同様でもよい
が、鏝板下面に垂下する針状突起を多数並設した点に特
徴がある。すなわち、網目状の鏝板本体で骨材を沈める
のではなく、針状突起で骨材を沈める。このため、鏝板
自体はコンクリートを排除するような扁平な面材で構成
してもよい。むしろ、骨材を沈める際の反力に抗する強
度が得られるように、鏝板は面材で構成する方が好まし
い。この場合、鏝板がコンクリートの天面に接して、針
状突起がコンクリートの天面から没入する深さを規制す
る。これにより、骨材が沈められる深さは、鏝板下面か
ら針状突起先端まで=針状突起の長さとなる。
What has been developed as a result of the study is a concrete aggregate sunk tool in which a grip handle is provided on the upper surface of the mortar board and a large number of needle-like projections are provided side by side on the lower surface of the mortar board. The aggregate submersion tool of the present invention may be the same as the leveling tool for the concrete top surface that is conventionally found with respect to the trowel plate and the grip handle, but is characterized in that a large number of needle-like protrusions are provided side by side on the lower surface of the mortar plate. is there. That is, the aggregate is not sunk by the net-like mortarboard body, but the aggregate is sunk by the needle-shaped protrusions. Therefore, the trowel board itself may be formed of a flat surface material that excludes concrete. Rather, it is preferable that the trowel plate is made of a face material so that the strength against the reaction force when the aggregate is sunk can be obtained. In this case, the mortarboard is in contact with the top surface of the concrete, and the depth at which the needle-like protrusions are recessed from the top surface of the concrete is regulated. As a result, the depth at which the aggregate is submerged is the length of the needle-shaped protrusion from the lower surface of the mortar plate to the tip of the needle-shaped protrusion.

【0008】このように、本発明の特徴は針状突起にあ
るが、骨材に圧力を加えることから一定の太さが必要で
ある。具体的な針状突起は、直径1〜4mmであることが
望ましい。より好ましくは2〜3mmであり、直径の決定
は使用する材質によって任意に決定してよい。また、骨
材を沈める深さとなる針状突起の長さは、15〜45mm、好
ましくは20〜40mmがよい。これから、針状突起の間隔が
広すぎると骨材が針状突起間に嵌まり込み、抜けなくな
る虞れが生ずる。そこで、針状突起は、4〜6mm間隔で
多数並設する。針状突起の数が多くても、それぞれがい
わば点でしかないので、コンクリートの天面から針状突
起を没入させても、コンクリートを排除して天面の形状
を大きく崩すことはない(仕上げに別途天面は均す)。好
ましくは、針状突起は5mm前後の間隔で多数並設すると
よい。
As described above, the feature of the present invention resides in the needle-like projections, but a certain thickness is required because pressure is applied to the aggregate. It is desirable that the specific needle-shaped protrusion has a diameter of 1 to 4 mm. The diameter is more preferably 2 to 3 mm, and the diameter may be arbitrarily determined depending on the material used. Further, the length of the needle-like protrusions, which is the depth to sink the aggregate, is 15 to 45 mm, preferably 20 to 40 mm. From this, if the spacing between the needle-shaped protrusions is too wide, the aggregate may be fitted between the needle-shaped protrusions and may not come off. Therefore, a large number of needle-like protrusions are arranged in parallel at intervals of 4 to 6 mm. Even if the number of needle-like projections is large, each is only a point, so even if the needle-like projections are immersed in the top surface of the concrete, the concrete is not removed and the shape of the top surface is not greatly destroyed (finishing). (The top surface is leveled separately). Preferably, a large number of needle-shaped protrusions are arranged in parallel at intervals of about 5 mm.

【0009】本発明の骨材沈め具は、作業者が握り柄を
持って鏝板をコンクリートの天面に押し付けるように針
状突起を天面から没入させ、針状突起先端で骨材を押さ
え付けて沈める。上記のように、強度のある扁平な面材
と直径の太い針状突起とを用いることで反力に負けずに
骨材を押し沈めることができるが、実際には握り柄を中
心として鏝板が傾いたりして、均等に骨材を沈めにくい
場合も起きうる。これから、鏝板はバイブレータ部を付
設して、このバイブレータ部と一体に振動させるとよ
い。バイブレータ部による振動は、上下方向が好ましい
が、基本的に作業者が握り柄を持って下方に押し付けて
いるので、特に振動方向を定めなくてもよい。また、振
動幅は大きなものより小さいもの、およそ数mm振幅が好
ましい。このようなバイブレータ部の振動は、鏝板下面
の針状突起を小刻みに動かし、骨材を適度に押し沈めて
いく。前記バイブレータ部は電動が好ましく、外部電源
でもよいが、鏝板上にバッテリを共に搭載するとよい。
バイブレータ部による振動は小さいものでよいため、振
動機構としては携帯電話に用いられているようなバイブ
レーション手段を利用できる。
In the aggregate submersion tool of the present invention, the needle-like projection is depressed from the top surface so that an operator can hold the handle and press the mortar plate against the top surface of the concrete, and the aggregate is pressed by the tip of the needle-like projection. Attach and sink. As described above, by using a strong flat surface material and a needle-shaped projection with a large diameter, it is possible to press down the aggregate material without losing the reaction force, but in reality, the trowel plate is centered around the grip handle. It may happen that it is difficult to evenly sink the aggregate due to tilting. Therefore, it is preferable that the trowel plate is provided with a vibrator part and vibrates integrally with the vibrator part. The vibration by the vibrator portion is preferably in the vertical direction, but basically, the operator holds the handle and presses it downward, so that the vibration direction does not have to be particularly determined. Further, it is preferable that the vibration width is large and smaller, and the amplitude is about several mm. Such vibration of the vibrator portion causes the needle-like projections on the lower surface of the mortar plate to be moved in small steps, and the aggregate is appropriately pushed down. The vibrator portion is preferably electrically driven and may be an external power source, but a battery may be mounted together on the trowel plate.
Since the vibration caused by the vibrator portion may be small, a vibration means used in a mobile phone can be used as the vibration mechanism.

【0010】[0010]

【発明の実施の形態】以下、本発明の実施形態について
図を参照しながら説明する。図1は本発明を適用した骨
材沈め具の正面図、図2は同骨材沈め具の部分破断平面
図、図3は同骨材沈め具の側面図、図4は部材組付け関
係を表す同骨材沈め具を上方から見た斜視図、図5は同
骨材沈め具を下方から見た斜視図であり、図6は同骨材
沈め具の使用状態を表す部分拡大側面図である。各図か
ら明らかなように、本例の骨材沈め具は平面視左右及び
前後対称な外観を有する。このように、本例の骨材沈め
具は、鏝板1の下面に並設した針状突起2を除いて従来
見られる均し具(又は均し鏝)に似ているので、取扱いも
前記均し具等に準じる。
BEST MODE FOR CARRYING OUT THE INVENTION Embodiments of the present invention will be described below with reference to the drawings. 1 is a front view of an aggregate sinker to which the present invention is applied, FIG. 2 is a partially cutaway plan view of the aggregate sinker, FIG. 3 is a side view of the aggregate sinker, and FIG. FIG. 5 is a perspective view of the aggregate submersion tool seen from above, FIG. 5 is a perspective view of the same aggregate submersion tool seen from below, and FIG. 6 is a partially enlarged side view showing the usage state of the aggregate submersion tool. is there. As is clear from the respective drawings, the aggregate submersion tool of this example has a left-right and front-back symmetrical appearance in a plan view. In this way, the aggregate submersion tool of this example is similar to the leveling tool (or leveling iron) that has been conventionally seen, except for the needle-like projections 2 arranged in parallel on the lower surface of the trowel plate 1, and therefore the handling is also the same as the above. Same as leveling equipment.

【0011】本例の骨材沈め具は、鏝板1の上面に合成
樹脂製握り柄3、同下面に金属製針状突起2を多数並設
している。鏝板1は、図1、図2及び図3に見られるよ
うに、幅100mm×長さ300mm×厚さ4mmの金属製の平坦な
板材からなる。前記板材は、従来の均し具等と同様の素
材でもよく、例えば合成樹脂(下記握り柄に例示する各
種合成樹脂参照)製でも構わないが、強度、耐候性及び
防錆性を備えると共に、骨材を押し沈めるのに適当な重
量を得るには金属製が好ましい。この場合、アルミ又は
アルミ合金製とすれば300〜340g、スチール又はステン
レス製とすれば930〜980g、チタン又はチタン合金製と
すれば520〜570gとなる。
In the aggregate submersion tool of this example, a synthetic resin grip 3 is provided on the upper surface of a trowel plate 1 and a large number of metal needle-like projections 2 are provided on the lower surface thereof. As shown in FIGS. 1, 2 and 3, the trowel plate 1 is made of a flat metal plate having a width of 100 mm, a length of 300 mm and a thickness of 4 mm. The plate material may be the same material as a conventional leveling tool or the like, and may be made of, for example, a synthetic resin (see various synthetic resins exemplified in the grip handle below), but with strength, weather resistance and rust resistance, It is preferably made of metal to obtain a suitable weight for sinking the aggregate. In this case, the weight is 300 to 340 g if made of aluminum or aluminum alloy, 930 to 980 g if made of steel or stainless steel, and 520 to 570 g if made of titanium or titanium alloy.

【0012】握り柄3は、直径20mm×100mmの柄本体4
を高さ50mmの略錐体状取付部5,5で両持ち支持した構
造である。この握り柄3の素材は、金属、木材、合成樹
脂(プラスチック)等を単独又は組み合わせて使用できる
が、上記鏝板1と異なり、比較的軽量な木材又は合成樹
脂が好ましい。また、握りやすさを考慮すると木材が好
ましいが、生産性を考慮した場合、取付部と一体に形成
できる合成樹脂が好適である。前記合成樹脂の種類は限
定されず、ポリオレフィン樹脂、ポリアミド樹脂、ポリ
エステル樹脂、ポリ塩化ビニル樹脂、ポリスチレン系樹
脂、フェノール樹脂等が例示できる。これら合成樹脂を
用いて柄本体4及び取付部5,5を一体成形した場合の
握り柄3の重量は、70〜100gとなる。本例では、図4
に見られるように、取付部5を鏝板1の上面の雌ネジ嵌
合突起6に嵌め込み、ネジ7により握り柄3を鏝板1と
一体になるように取り付けている。例示は省略するが、
握り柄の本数は問わず、1本を基本として複数本設けて
もよい。
The grip handle 3 is a handle body 4 having a diameter of 20 mm × 100 mm.
It is a structure in which the both ends are supported by a substantially cone-shaped mounting portion 5 having a height of 50 mm. As the material of the grip handle 3, metal, wood, synthetic resin (plastic), etc. may be used alone or in combination, but unlike the mortarboard 1, relatively lightweight wood or synthetic resin is preferable. Further, although wood is preferable in view of ease of gripping, synthetic resin is preferable in view of productivity, which can be integrally formed with the attachment portion. The type of the synthetic resin is not limited, and examples thereof include polyolefin resin, polyamide resin, polyester resin, polyvinyl chloride resin, polystyrene resin, and phenol resin. The weight of the grip handle 3 when the handle body 4 and the mounting portions 5, 5 are integrally molded using these synthetic resins is 70 to 100 g. In this example, FIG.
As can be seen from FIG. 3, the mounting portion 5 is fitted into the female screw fitting projection 6 on the upper surface of the trowel plate 1, and the grip handle 3 is attached by the screw 7 so as to be integrated with the trowel plate 1. Although illustration is omitted,
Regardless of the number of grip handles, a plurality of grip handles may be provided basically.

【0013】針状突起2は、個々に長さ25mm×直径2mm
の金属製針状体で、先端は丸めている。この針状突起2
は、図5に見られるように、5mm間隔(中心軸線間隔)で
20(幅方向)×60(長さ方向)に垂下して鏝板1の下面に並
設している。針状突起2の素材も自由であり、例えば硬
質の合成樹脂(上記握り柄に例示する各種合成樹脂参照)
も用いることができるが、実際には必要強度、耐候性及
び防錆性の観点から、金属が好適に採用しうる。例え
ば、上記鏝板1と同種の金属を用いて本例の針状突起2
を構成した場合、全針状突起2の総重量は、アルミ又は
アルミ合金製とすれば235〜265g、スチール又はステン
レス製とすれば730〜770g、チタン又はチタン合金製と
すれば400〜450gとなる。以上から、本例の骨材沈め具
は、総重量600〜1750gの範囲で構成できる。
Each of the needle-shaped protrusions 2 has a length of 25 mm and a diameter of 2 mm.
The needle is made of metal and has a rounded tip. This needle-shaped protrusion 2
As shown in Fig. 5, at 5mm intervals (center axis line intervals)
20 (width direction) × 60 (length direction) hangs and is juxtaposed on the lower surface of the mortarboard 1. The material of the needle-like protrusions 2 is also free, for example a hard synthetic resin (see the various synthetic resins exemplified in the above grip handle).
Although it can also be used, in practice, a metal can be preferably used from the viewpoint of required strength, weather resistance and rust resistance. For example, the same kind of metal as that of the mortarboard 1 is used, and the needle-like protrusions 2 of this example are used.
In the case of configuring, the total weight of all needle-shaped protrusions 2 is 235 to 265 g if made of aluminum or aluminum alloy, 730 to 770 g if made of steel or stainless steel, and 400 to 450 g if made of titanium or titanium alloy. Become. From the above, the aggregate submersion tool of this example can be constructed in a total weight range of 600 to 1750 g.

【0014】本例の骨材沈め具は、図1に見られるよう
に、握り柄3の柄本体4を作業者が手8で握り、針状突
起2を下方に向けた状態でコンクリート9の天面10に押
し当て、図6に見られるように、針状突起2をコンクリ
ート9内に没入させることにより、針状突起2先端で骨
材11を押し沈める。骨材11を押し沈めるに際し、コンク
リート9内へ没入させた針状突起2の相当範囲だけコン
クリート9は排除されるが、針状突起2を引き抜くとす
ぐに周囲のコンクリート9が前記針状突起2の相当範囲
に流れ込み、外観上コンクリート9の天面10に針状突起
2相当の孔が開くことはない。針状突起2は、鏝板1が
コンクリート9の天面10に接して没入が規制されるか
ら、針状突起2先端に押される骨材11は、鏝板1の下面
から針状突起の先端まで、すなわち針状突起2の長さ分
だけ天面10から沈められる。骨材11沈降後、天面10は別
途均し具で平坦にする。
As shown in FIG. 1, the aggregate submersion tool of this example is such that the operator grips the handle body 4 of the handle 3 with his / her hand 8 and the needle-shaped projection 2 is directed downwards. By pressing it against the top surface 10 and immersing the needle-shaped protrusions 2 in the concrete 9 as seen in FIG. 6, the aggregate 11 is pushed down by the tips of the needle-shaped protrusions 2. When the aggregate 11 is pushed down, the concrete 9 is removed to the extent that the needle-like protrusions 2 that have been submerged in the concrete 9 are removed, but as soon as the needle-like protrusions 2 are pulled out, the surrounding concrete 9 is immediately removed. And the holes corresponding to the needle-shaped projections 2 do not open on the top surface 10 of the concrete 9 in appearance. Since the needle-like protrusions 2 are restricted from entering by contacting the mortar plate 1 with the top surface 10 of the concrete 9, the aggregate 11 pushed by the tips of the needle-like protrusions 2 is from the lower surface of the mortar plate 1 to the tip of the needle-like protrusions. Up to the bottom, that is, the length of the needle-shaped projection 2, is sunk from the top surface 10. After the aggregate 11 has settled down, the top surface 10 is separately flattened by a leveling tool.

【0015】図7は鏝板1に電動バイブレータ部12を一
体に備え付けた振動型骨材沈め具を上方から見た斜視図
である。既述したように、本発明の骨材沈め具は、基本
的には作業者が手に持ち、作業者の力加減に従って針状
突起をコンクリート内へ没入させることにより、前記針
状突起先端で骨材を押し沈める。しかし、骨材は大き
さ、形状が様々であり、必ずしも均一に圧力を加えて均
等に沈降させることは難しい。本例の振動型骨材沈め具
は、鏝板1に一体に備え付けた電動バイブレータ部12に
より鏝板1全体を振動させ、作業者の手による圧力を鏝
板1全体に分散させつつ、振動により針状突起2を多方
向から骨材に押し当てて骨材の塊を押し沈める。
FIG. 7 is a perspective view of a vibrating aggregate submerging device in which an electric vibrator portion 12 is integrally provided on the trowel plate 1 as viewed from above. As described above, the aggregate submersion tool of the present invention is basically held by an operator, and the needle-like projection is immersed in concrete according to the force of the operator, so that the needle-like projection tip Push down the aggregate. However, aggregates vary in size and shape, and it is difficult to apply uniform pressure and evenly settle. The vibrating aggregate sinker of this example vibrates the entire trowel plate 1 by the electric vibrator portion 12 integrally provided on the trowel plate 1, and disperses the pressure by the operator's hand to the entire trowel plate 1 while vibrating. The acicular projections 2 are pressed against the aggregate from multiple directions to push down the aggregate of aggregate.

【0016】本例に示す電動バイブレータ部12は、携帯
電話のバイブレータ機能を提供する機構と同様で、直流
モータの回転軸へ偏芯錘を取り付けた振動機構と、直流
バッテリとを併設した構造(それぞれ図示略)で、外部か
ら電源の供給を受けなくてもよい。鏝板1は、こうした
電動バイブレータ部12と一体になって振動するため、前
記振動が作業者の手による握り柄の把持に影響する懸念
がある。そこで、本例の握り柄3は、電動バイブレータ
部12から突設した金属製取付部13,13上端に同じく金属
製支持軸14を架設し、前記支持軸14に木製円筒柄15を遊
嵌している。この円筒柄15は支持軸14に対して自由状態
にあるため、鏝板1が振動しても作業者は手を緩めずに
円筒柄15を握ることができる。
The electric vibrator portion 12 shown in this example is similar to the mechanism for providing the vibrator function of a mobile phone, and has a structure in which a vibration mechanism having an eccentric weight attached to the rotating shaft of a DC motor and a DC battery are provided together. It is not necessary to supply power from the outside (not shown). Since the trowel plate 1 vibrates integrally with the electric vibrator portion 12, the vibration may affect the grip of the grip handle by the operator's hand. Therefore, in the grip handle 3 of this example, a metal support shaft 14 is similarly installed on the upper ends of the metal mounting portions 13 and 13 projecting from the electric vibrator portion 12, and a wooden cylindrical handle 15 is loosely fitted to the support shaft 14. ing. Since the cylindrical handle 15 is in a free state with respect to the support shaft 14, even if the trowel plate 1 vibrates, an operator can hold the cylindrical handle 15 without loosening his or her hand.

【0017】図8は骨材沈め具の針状突起16の長さを加
減する介装板17を用いる例を表す斜視図である。本発明
の骨材沈め具は、鏝板が天面に接し、骨材沈め具全体が
それ以上コンクリートに埋没しないように規制する働き
を有する。よって、作業者は常に天面に鏝板を押し当て
るように骨材沈め具を用いれば、骨材は針状突起の長さ
に従い、均等に沈降させることができる。しかし、より
浅く骨材を沈めたい場合、鏝板をコンクリートの天面に
押し当てずに浮かせた状態で針状突起をコンクリート内
へ没入させなければならず、作業性を大きく損ねること
になる。また、より深く骨材を沈めたい場合は、鏝板が
邪魔になる問題がある。そこで、図8に示すように、通
常必要な骨材の沈降量よりも長い針状突起16を鏝板1の
下面に並設し、貫通孔18が針状突起16と同配列された介
装板17を必要枚数挿し、最下層の介装板17の下面から突
出する針状突起16の長さ=実質的にコンクリートに没入
する長さを加減できるようにするとよい。鏝板1及び介
装板17と介装板17,17相互とは、両端に設けた嵌合雄雌
部19,20を嵌合して使用時の一体性を確保する。介装板1
7は軽量なほど好ましいため、合成樹脂板(上記握り柄に
例示する各種合成樹脂参照)とするとよい。図示は省略
するが、この介装板は上記振動型骨材沈め具(図7参照)
にも利用できる。
FIG. 8 is a perspective view showing an example in which an interposition plate 17 for adjusting the length of the needle-like projections 16 of the aggregate submersion tool is used. The aggregate submersion tool of the present invention has a function of contacting the mortar plate with the top surface and restricting the entire aggregate submersion tool from being further buried in concrete. Therefore, if the worker always uses the aggregate submersion tool so that the mortar plate is pressed against the top surface, the aggregate can be evenly settled according to the length of the needle-shaped projections. However, when it is desired to sink the aggregate more shallowly, the needle-like projections have to be immersed in the concrete without floating the mortarboard against the top surface of the concrete, which greatly impairs workability. Also, if you want to sunk the aggregate deeper, there is a problem that the mortar board interferes. Therefore, as shown in FIG. 8, needle-like protrusions 16 that are longer than the settling amount of aggregate that is normally required are provided in parallel on the lower surface of the mortar plate 1, and through holes 18 are arranged in the same arrangement as the needle-like protrusions 16. It is advisable to insert the required number of plates 17 so that the length of the needle-like projections 16 protruding from the lower surface of the lowermost interposition plate 17 = the length substantially immersed in concrete can be adjusted. The trowel plate 1 and the interposing plate 17 and the interposing plates 17 and 17 are fitted with fitting male and female portions 19 and 20 provided at both ends to ensure the integrity during use. Interposer 1
Since 7 is more preferable as it is lighter in weight, it is preferable to use a synthetic resin plate (see various synthetic resins exemplified in the above grip handle). Although not shown in the figure, this interposer plate is the vibrating aggregate sinker (see FIG. 7).
Also available for.

【0018】図9は大型鏝板21に均し板22を付設し、長
尺の握り柄23を傾倒自在に取り付けた骨材沈め具の斜視
図である。本発明の骨材沈め具の大きさは自由である。
上述の各例では、作業者が手に持って使用する関係から
鏝板の大きさに限定があり、広い範囲で骨材の沈降を試
みる場合は作業時間が増大する。そこで、図9に見られ
るように、大型鏝板21を用いて一度に広い範囲で骨材の
沈降ができるようにしている。更に、本例では鏝板21へ
均し板22を着脱自在に付設し、鏝板21を扱う握り柄23を
長尺とし、鏝板21に対して傾倒自在に軸着している。こ
れにより、作業者はコンクリートの天面に対して少し離
れて立ち、鏝板21の下面の針状突起2により骨材を沈め
ながら、併せて均し板22で天面を平滑に均すことができ
る。図示は省略するが、本例の骨材沈め具においても、
鏝板にバイブレータ部を付設してもよい。
FIG. 9 is a perspective view of an aggregate sinker in which a leveling plate 22 is attached to a large trowel plate 21 and a long grip handle 23 is tiltably attached. The aggregate submersion tool of the present invention can be of any size.
In each of the above-mentioned examples, the size of the trowel plate is limited due to the fact that the worker holds it in his / her hand, and the work time increases when the sedimentation of the aggregate is attempted in a wide range. Therefore, as shown in FIG. 9, the large trowel plate 21 is used to allow the aggregate to settle in a wide range at once. Further, in this example, a leveling plate 22 is removably attached to the trowel plate 21, and a grip handle 23 for handling the trowel plate 21 is elongated and is pivotally attached to the trowel plate 21 in a tiltable manner. As a result, the worker stands up a little away from the top surface of the concrete, while the aggregate is sunk by the needle-like projections 2 on the lower surface of the mortarboard 21, and at the same time the top surface is smoothed by the leveling plate 22. You can Although illustration is omitted, in the aggregate submersion tool of this example,
A vibrator portion may be attached to the trowel plate.

【0019】[0019]

【発明の効果】本発明の骨材沈め具により、打設したコ
ンクリートの天面において骨材を一定深さにまで沈める
ことが容易にできるようになる。これは、骨材を均等に
希望する深さまで確実に沈めることができる意味で、従
来同様の治具等に比べて実質的有用性がある。しかも、
構造は至って簡素であり、生産コストも抑制できる一方
で、従来の片手に持つ均し具等と外観及び重量がさほど
変わらず、作業者が手に持って取扱うことができるた
め、使用しやすい利点がある。
The aggregate sinker of the present invention makes it possible to easily sink the aggregate to a certain depth on the top surface of the cast concrete. This is substantially useful as compared with a conventional jig or the like in that it can surely sink the aggregate to a desired depth. Moreover,
The structure is extremely simple and the production cost can be reduced, but the appearance and weight are not much different from the conventional one-handed leveling tool, etc., and it can be held and handled by the operator. There is.

【0020】また、均一な骨材の沈降は、鏝板に付設し
てこの鏝板と一体に振動するバイブレータ部により容易
に実現できる。作業者は、手に骨材沈め具を持ち、コン
クリートの天面に軽く押し当てた状態でバイブレータ部
を作動させれば、後は振動により骨材を鏝板の範囲で均
等に沈降していく。同様の作業を天面全体に対して順次
実施すれば、天面全体における骨材の均等な沈降が実現
できる。これは、極めて直感的な作業であって作業者に
理解しやすく、そして作業者の労力を軽減する効果を有
する。
Further, uniform sedimentation of the aggregate can be easily realized by a vibrator portion attached to the trowel plate and vibrating integrally with the trowel plate. The operator holds the aggregate submersion tool in his hand, and if the vibrator is operated while lightly pressing it against the top surface of concrete, the aggregate will settle evenly within the range of the mortarboard due to vibration. . If the same work is sequentially performed on the entire top surface, uniform settling of aggregate on the entire top surface can be realized. This is an extremely intuitive operation, is easy for the operator to understand, and has the effect of reducing the labor of the operator.

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

【図1】本発明を適用した骨材沈め具の正面図である。FIG. 1 is a front view of an aggregate submersion tool to which the present invention is applied.

【図2】骨材沈め具の部分破断平面図である。FIG. 2 is a partially cutaway plan view of the aggregate submersion tool.

【図3】骨材沈め具の側面図である。FIG. 3 is a side view of the aggregate submersion tool.

【図4】部材組付け関係を表す同骨材沈め具を上方から
見た斜視図である。
FIG. 4 is a perspective view of the aggregate submersion tool showing a member assembly relationship as seen from above.

【図5】骨材沈め具を下方から見た斜視図である。FIG. 5 is a perspective view of the aggregate submersion tool as viewed from below.

【図6】骨材沈め具の使用状態を表す部分拡大側面図で
ある。
FIG. 6 is a partially enlarged side view showing a usage state of the aggregate submersion tool.

【図7】鏝板に電動バイブレータ部を一体に備え付けた
振動型骨材沈め具を上方から見た斜視図である。
FIG. 7 is a perspective view of a vibrating aggregate sunk tool in which an electric vibrator part is integrally provided on a trowel plate as viewed from above.

【図8】骨材沈め具の針状突起の長さを加減する介装板
を用いる例の斜視図である。
FIG. 8 is a perspective view of an example in which an interposer plate that adjusts the length of the needle-like protrusions of the aggregate submersion tool is used.

【図9】大型鏝板に均し板を付設し、長尺の握り柄を傾
倒自在に取り付けた骨材沈め具の斜視図である。
FIG. 9 is a perspective view of an aggregate sinker in which a large trowel plate is provided with a leveling plate and a long grip handle is tiltably attached.

【符号の説明】[Explanation of symbols]

1 鏝板 2 針状突起 3 握り柄 9 コンクリート 10 天面 11 骨材 12 電動バイブレータ部 16 針状突起 17 介装板 18 貫通孔 21 大型鏝板 22 均し板 23 長尺の握り柄 1 mortarboard 2 needle-shaped protrusions 3 hand grip 9 concrete 10 Top 11 aggregate 12 Electric vibrator part 16 Needles 17 Interposer plate 18 through hole 21 large mortarboard 22 Leveling plate 23 Long grip handle

Claims (3)

【特許請求の範囲】[Claims] 【請求項1】 鏝板上面に握り柄を設け、該鏝板下面に
垂下する針状突起を多数並設してなるコンクリートの骨
材沈め具。
1. A concrete aggregate sunk tool in which a grip handle is provided on the upper surface of a mortarboard, and a large number of needle-like projections are provided side by side on the lower surface of the mortarboard.
【請求項2】 鏝板は、扁平な面材である請求項1記載
のコンクリートの骨材沈め具。
2. The concrete aggregate sinker according to claim 1, wherein the trowel plate is a flat face material.
【請求項3】 鏝板は、バイブレータ部を付設してあ
り、該バイブレータ部と一体に振動するようにした請求
項1記載のコンクリートの骨材沈め具。
3. The concrete aggregate sinker according to claim 1, wherein the trowel plate is provided with a vibrator portion so that the mortar plate vibrates integrally with the vibrator portion.
JP2001322477A 2001-10-19 2001-10-19 Concrete aggregate sinker Expired - Fee Related JP3800595B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2001322477A JP3800595B2 (en) 2001-10-19 2001-10-19 Concrete aggregate sinker

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2001322477A JP3800595B2 (en) 2001-10-19 2001-10-19 Concrete aggregate sinker

Publications (2)

Publication Number Publication Date
JP2003129663A true JP2003129663A (en) 2003-05-08
JP3800595B2 JP3800595B2 (en) 2006-07-26

Family

ID=19139523

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2001322477A Expired - Fee Related JP3800595B2 (en) 2001-10-19 2001-10-19 Concrete aggregate sinker

Country Status (1)

Country Link
JP (1) JP3800595B2 (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN115182591A (en) * 2022-06-25 2022-10-14 伟大集团建设股份有限公司 Concrete vibrating automatic floating robot
JP7423352B2 (en) 2020-02-26 2024-01-29 清水建設株式会社 Construction method for concrete structures

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110449762A (en) * 2019-07-15 2019-11-15 五冶集团上海有限公司 A kind of concrete-face closure and the production method for covering film tool

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP7423352B2 (en) 2020-02-26 2024-01-29 清水建設株式会社 Construction method for concrete structures
CN115182591A (en) * 2022-06-25 2022-10-14 伟大集团建设股份有限公司 Concrete vibrating automatic floating robot

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