JPH0431400Y2 - - Google Patents

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Publication number
JPH0431400Y2
JPH0431400Y2 JP18181987U JP18181987U JPH0431400Y2 JP H0431400 Y2 JPH0431400 Y2 JP H0431400Y2 JP 18181987 U JP18181987 U JP 18181987U JP 18181987 U JP18181987 U JP 18181987U JP H0431400 Y2 JPH0431400 Y2 JP H0431400Y2
Authority
JP
Japan
Prior art keywords
joint
guide member
concrete
wall formwork
trowel
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.)
Expired
Application number
JP18181987U
Other languages
Japanese (ja)
Other versions
JPH0186636U (en
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 filed Critical
Priority to JP18181987U priority Critical patent/JPH0431400Y2/ja
Publication of JPH0186636U publication Critical patent/JPH0186636U/ja
Application granted granted Critical
Publication of JPH0431400Y2 publication Critical patent/JPH0431400Y2/ja
Expired legal-status Critical Current

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  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
  • Conveying And Assembling Of Building Elements In Situ (AREA)
  • On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)

Description

【考案の詳細な説明】 〔産業上の利用分野〕 本考案は、鏝に関する。[Detailed explanation of the idea] [Industrial application field] The present invention relates to a trowel.

〔従来の技術〕[Conventional technology]

複数階のRC造建築物において、通常、階毎に
コンクリートを打ち重ねていく施工形態を採用す
るため、床スラブの上面部分に水平の打継ぎが生
じる。そして、この打継ぎ部分の躯体には、外部
からの浸水を防止するシール材を充填するための
打継目地が形成される。従来、この打継目地を、
以下のようにして形成していた。すなわち、上端
近くの内側に目地棒を取り付けた壁型枠を用いて
下階のコンクリートを打設し、その壁型枠を脱型
した後、前記目地棒跡の欠込みに嵌まり込む目地
棒を下端近くに取り付けた壁型枠を用いて上階の
コンクリートを打設し、その壁型枠を脱型するこ
とにより、目地棒跡の溝をもつて打継目地を形成
していた(文献を挙げることができない)。
In multi-story RC buildings, a construction method is usually used in which concrete is poured layer by layer on each floor, resulting in horizontal pour joints on the upper surface of the floor slab. Then, a joint joint is formed in the frame at this joint portion to be filled with a sealing material to prevent water from entering from the outside. Conventionally, this pouring joint was
It was formed as follows. In other words, concrete for the lower floor is cast using a wall formwork with a joint bar attached to the inside near the upper end, and after the wall formwork is removed, the joint bar fits into the notch where the joint bar remains. Concrete for the upper floor was cast using a wall formwork attached near the bottom edge, and by removing the wall formwork, a concrete joint was formed using the groove where the joint bar remained (Reference ).

〔考案が解決しようとする問題点〕[Problem that the invention attempts to solve]

しかし、上述のようにして打継目地を形成する
場合、通常目地棒は細いもので壁型枠に釘止めさ
れるだけであるので、コンクリートの打設時に、
流れ込むコンクリートによる押圧、或いは、突棒
やバイブレータとの当接で、目地棒が真直な状態
から逸脱して長手方向に波打ち易い。しかも、目
地棒による型成形であるため、脱型時に目地下面
が欠けることや、コンクリートの回り込み不足に
起因した豆板や、空気混入に起因したピンホール
が生じ易い。その結果、打継目地の仕上がり不良
が発生し易いといつた問題があつた。
However, when forming concrete joints as described above, the joint rods are usually thin and are simply nailed to the wall formwork, so when concrete is poured,
The joint bar tends to deviate from its straight state and wave in the longitudinal direction due to pressure from flowing concrete or contact with a protrusion bar or vibrator. Moreover, since molding is performed using a joint rod, the joint surface is likely to be chipped during removal from the mold, there will be short plates due to insufficient wraparound of the concrete, and pinholes will occur due to air entrainment. As a result, there was a problem that poor finishing of the joints was likely to occur.

特に、外壁がコンクリート打放し仕上げの場合
には、打継目地の仕上がり精度が美観上重要であ
るから、上述のような問題の発生を極力回避する
必要があり、そのための施工管理に多大な労力を
費やすものであつた。
In particular, when the exterior walls are finished with exposed concrete, the finishing accuracy of the joints is important for aesthetics, so it is necessary to avoid the problems described above as much as possible, and a great deal of effort is required for construction management. It was something to spend.

本考案の目的は、上記実情に鑑み、打継目地を
仕上がり精度よく形成するのに有用な鏝を提供す
ることにある。
In view of the above-mentioned circumstances, an object of the present invention is to provide a trowel that is useful for forming a soldering joint with high accuracy.

〔問題点を解決するための手段〕[Means for solving problems]

本考案による打継目地押え用鏝の特徴構成は、
打継目地の下面を仕上げるための押え部材に、壁
型枠の上面に摺動自在に載置されて上下方向で位
置決めされる第1ガイド部材を一体に連設し、こ
の第1ガイド部材に、前記壁型枠の外側面に摺動
自在に当接して内外方向で位置決めされる第2ガ
イド部材を一体に連設し、把手を付設したことに
ある。
The characteristic structure of the joint presser trowel according to the present invention is as follows:
A first guide member that is slidably placed on the top surface of the wall formwork and positioned in the vertical direction is integrally connected to a presser member for finishing the lower surface of the pouring joint, and the first guide member is Further, a second guide member slidably abuts on the outer surface of the wall formwork to be positioned in the inner and outer directions is integrally provided, and a handle is attached thereto.

〔作用〕[Effect]

つまり、下階の打設コンクリートが硬化する前
にその打設コンクリートのうち打継目地の下面と
なる上面を鏝仕上げすることにより、ピンホール
や豆板のない打継目地下面を得る観点にたつて考
案されたものであつて、第1ガイド部材を壁型枠
の上面に載置させるとともに、第2ガイド部材を
壁型枠の外面に当接させた状態で壁型枠の上辺に
沿つて摺動させることにより、壁型枠自体を定規
として、前記打設コンクリートの上面を押え仕上
げするための押え部材を所定箇所に沿つて姿勢安
定状態で正確に移動させることができるため、簡
単な鏝操作をもつて波打ちやピンホール、豆板等
のない良好な仕上げに打継目地の下面を形成でき
る。
In other words, by trowel-finishing the upper surface of the poured concrete, which will be the bottom surface of the pour joint, before the poured concrete on the lower floor hardens, it is possible to obtain a basement surface of the pour joint without pinholes or slabs. The first guide member is placed on the top surface of the wall formwork, and the second guide member is slid along the top side of the wall formwork with the second guide member in contact with the outer surface of the wall formwork. By moving the wall formwork itself as a ruler, the holding member for pressing and finishing the top surface of the poured concrete can be accurately moved along a predetermined location in a stable posture, making it easy to operate the trowel. The bottom surface of the joint can be formed with a good finish without waving, pinholes, strips, etc.

〔発明の効果〕〔Effect of the invention〕

その結果、波打ちやピンホール、豆板等のない
良好な仕上げに打継目地の下面を形成するための
鏝として、その鏝作業が容易で、躯体工事に鏝作
業を組込む割にはその躯体工事を能率良く行わせ
得るものを提供できるようになつた。
As a result, it is easy to use the trowel as a trowel to form the lower surface of the joint joint to a good finish without waving, pinholes, or dowels, and it is easy to use the trowel to form the lower surface of the joint joint. We are now able to provide things that can be done efficiently.

特に、外壁がコンクリート打放し仕上げの場合
には、打継目地の仕上がり精度が美観上重要であ
るから、本考案による鏝を用いて打継目地の下面
を精度よく仕上げることが可能になることで施工
管理に費やす労力を少なくすることができる効果
もあつて一層有用である。
In particular, when the exterior wall is finished with exposed concrete, the finishing accuracy of the pouring joint is important for aesthetics, so the ability to finish the bottom surface of the pouring joint with high precision using the trowel according to the present invention makes construction easier. This is even more useful since it can reduce the amount of effort required for management.

〔実施例〕〔Example〕

以下、図面に基づいて、本考案の実施例を説明
する。
Embodiments of the present invention will be described below based on the drawings.

第1図および第2図ハに示すように、打設され
た硬化前のコンクリートC1の上面に押し当てら
れる板状の押え部材1aに、前記コンクリート
C1を成形するための壁型枠2の上面2aに摺動
自在に載置されて上下方向で位置決めされる板状
の第1ガイド部材1bを一体に連設し、この第1
ガイド部材1bに、壁型枠2の外側面2bに摺動
自在に当接して内外方向で位置決めされる板状の
第2ガイド部材1cを下方に垂直に折れ曲がる状
態に一体に連設し、木製の把手1dを設けて打継
目地押え用鏝1を構成してある。
As shown in FIG. 1 and FIG.
A plate-shaped first guide member 1b that is slidably placed on the upper surface 2a of the wall formwork 2 for forming C 1 and positioned in the vertical direction is integrally provided, and this first
A plate-shaped second guide member 1c, which is slidably abutted on the outer surface 2b of the wall formwork 2 and positioned in the inner-outside direction, is integrally connected to the guide member 1b in a vertically bent downward direction. A handle 1d is provided to constitute a joint presser trowel 1.

前記押え部材1aは、前記第1ガイド部材1b
を含む平面に対して、前記第2ガイド部材1cの
折曲方向とは逆の方向に僅かの傾斜角をもつて立
ち上がつており、第2図ハに示すように、この押
え部材1aによつて押え仕上げされるコンクリー
ト面が、外側ほど低い傾斜面として形成されるよ
うに構成されている。また、この押え部材1aに
は、その平面性を保つためのリブとして働く立上
がり部材1eが上方に垂直に折れ曲がる状態に一
体に連設されている。
The pressing member 1a is connected to the first guide member 1b.
It stands up at a slight inclination angle in the opposite direction to the bending direction of the second guide member 1c, and as shown in FIG. The concrete surface to be press-finished is formed as an inclined surface that is lower toward the outside. Further, a rising member 1e, which functions as a rib for maintaining the flatness of the holding member 1a, is integrally connected to the holding member 1a so as to be bent vertically upward.

前記押え部材1aによつて押え仕上げされる傾
斜面は、第2図ニに示すように上階の壁型枠3に
釘止めされたウレタン樹脂を2回塗りしたアクリ
ルポリオール製の目地棒4の下面が載置された状
態で上階のコンクリートが打設されることによ
り、第2図ホに示すようにその壁型枠3の脱型跡
に目地棒4の存置部分に形成される打継目地Xの
下面Xaとなるものである。
The inclined surface to be pressed and finished by the holding member 1a is made of a joint bar 4 made of acrylic polyol coated with two coats of urethane resin and nailed to the wall formwork 3 on the upper floor, as shown in FIG. 2D. When the concrete for the upper floor is placed with the lower surface placed, a pouring joint is formed in the area where the joint bar 4 remains at the removal mark of the wall formwork 3, as shown in Fig. 2E. This is the lower surface Xa of the earth X.

そして、第2図ハに示すように、下階において
壁型枠2に対して第1ガイド部材1bが上下方向
で位置決めされ、かつ、第2ガイド部材1cが内
外方向で位置決めされたこの打継目地押え用鏝
を、壁型枠2に沿つて摺動させつつその押え部材
1aによつて打継目地の下面を押え仕上げするこ
とで、上下の波打ちや内外の出入りがなく、しか
も、豆板やピンホールのない仕上がり精度の良い
打継目地を、簡単な作業でもつて形成することが
できる。
As shown in FIG. 2C, the first guide member 1b is positioned vertically with respect to the wall formwork 2 on the lower floor, and the second guide member 1c is positioned internally and externally at this joint. By sliding the presser trowel along the wall formwork 2 and pressing the lower surface of the joint with the presser member 1a, there is no vertical undulation or internal or external movement, and there is no need to worry about vertical waving or internal/external movement. A well-finished joint joint without pinholes can be formed with simple work.

次に、上述した打継目地押え用鏝1による目地
下面Xaの押え仕上げも含めて、コンクリート打
設に伴う打継目地Xの形成方法を説明する。
Next, a method for forming a pouring joint X during concrete pouring, including pressing and finishing the joint surface Xa using the above-mentioned pouring joint presser trowel 1, will be explained.

まず、第2図イに示すように、外壁予定箇所の
内外に、壁型枠2を立設する。このとき、外側の
壁型枠2Aの天端には、下面5aを外側ほど下方
に位置する傾斜面に形成した定規型枠5を、取外
し可能に固定しておく。
First, as shown in FIG. 2A, wall formwork 2 is erected inside and outside of the intended location of the exterior wall. At this time, a ruler form 5 whose lower surface 5a is formed into an inclined surface positioned downward toward the outside is removably fixed to the top end of the outer wall form 2A.

次に、第2図ロに示すように、前記壁型枠2内
にコンクリートC1に流し込み、前記定規型枠5
の下面に達する高さまでコンクリートC1を打ち
上げる。
Next, as shown in FIG. 2B, concrete C 1 is poured into the wall formwork 2, and
Pump concrete C 1 up to a height that reaches the bottom surface of.

そして、このコンクリートC1が硬化する前に、
前記定規型枠5のみを壁型枠2から取り外し、第
2図ハに示すように、その定規型枠5の下面5a
によつてあらかた形成された目地下面Xaに対し
て、前述した打継目地押え用鏝1を用いて押え仕
上げを施す。
And before this concrete C 1 hardens,
Only the ruler formwork 5 is removed from the wall formwork 2, and the lower surface 5a of the ruler formwork 5 is removed as shown in FIG.
A pressing finish is applied to the joint surface Xa that has been roughly formed by using the above-mentioned joint presser trowel 1.

前記コンクリートC1の硬化後、壁型枠2を脱
型し、その後、第2図ニに示すように、前記目地
下面Xaの傾斜と同じ傾斜の下面を有する目地棒
4を下端近くに釘止めした上階の壁型枠3を、前
記目地棒4が前記目地下面Xaに載置する状態で
立設し、その壁型枠3内に上階のコンクリート
C2を打設する。そのコンクリートC2の硬化後、
壁型枠3を脱型することで、第2図ホに示すよう
に、打継目地Xが形成される。
After the concrete C 1 has hardened, the wall formwork 2 is removed from the mold, and then, as shown in FIG. The upper floor wall formwork 3 is erected with the joint bar 4 placed on the joint surface Xa, and the upper floor concrete is placed inside the wall formwork 3.
Pour C 2 . After curing of that concrete C 2 ,
By demolding the wall formwork 3, a pouring joint X is formed as shown in FIG. 2E.

〔別実施例〕[Another example]

次に、本考案の別の実施例を列記する。 Next, another embodiment of the present invention will be listed.

〈1〉 第3図に示すように、押え部材1aを第
1ガイド部材1bと同一平面内に形成してもよ
いが、打継目地Xからの浸水を防止するために
は、先の実施例で説明したように、打継目地X
の下面Xaが奥側ほど上方に位置する傾斜面に
形成されるものとすることが好ましい。
<1> As shown in FIG. 3, the holding member 1a may be formed in the same plane as the first guide member 1b, but in order to prevent water from seeping in from the joint X, it is necessary to As explained in
It is preferable that the lower surface Xa is formed into an inclined surface that is located higher toward the back.

〈2〉 本考案を実施するにあたつて、立上がり
部材1eは省略してもよいが、押え部材1aを
板状のものとした場合には、その平面性を高め
るために設けた方がよく、さらに、それに替え
て、或いはそれに加えて押え部材1aの上面に
リブを立設してもよい。
<2> In carrying out the present invention, the rising member 1e may be omitted, but if the holding member 1a is plate-shaped, it is better to provide it in order to improve its flatness. Furthermore, instead of or in addition to this, ribs may be provided upright on the upper surface of the presser member 1a.

〈3〉 先の実施例では、押え部材1aに第1ガ
イド部材1bを直接連設して形成される目地下
面Xaの外側端の高さが壁型枠2の天端に等し
くなるように構成したものを説明したが、それ
に替えて、第4図に示すように、押え部材1a
と第1ガイド部材1bとの間に壁型枠2の内壁
に沿う繋ぎ部材1fを介装し、形成される目地
下面Xaの外側端の高さが壁型枠2の天端より
低くなるように構成してもよい。この場合、下
階のコンクリートC1打設時に目地下面Xaをあ
らかた形成するために先の実施例で説明した定
規型枠5と同様のものを取外し可能に壁型枠2
に取り付けておいてもよいが、それに替えて、
定規型枠を省略し、コンクリートC1の打設後、
打継目地押え用鏝1の押え仕上げのみによつて
目地下面Xaを形成してもよい。
<3> In the previous embodiment, the structure is such that the height of the outer end of the eye surface Xa formed by directly connecting the first guide member 1b to the presser member 1a is equal to the top end of the wall formwork 2. However, instead of that, as shown in FIG.
and the first guide member 1b, a connecting member 1f along the inner wall of the wall form 2 is interposed so that the height of the outer end of the joint surface Xa to be formed is lower than the top end of the wall form 2. It may be configured as follows. In this case, a wall formwork 2 similar to the ruler formwork 5 described in the previous embodiment is removably used to roughly form the subsurface surface Xa when pouring the concrete C1 on the lower floor.
You can also attach it to the
After omitting the ruler formwork and pouring concrete C1 ,
The joint surface Xa may be formed only by pressing the joint presser trowel 1.

〈4〉 把手1dの具体的構成は適宜変更自在
で、先の実施例で説明した木製のものに替え
て、第5図に示すように、立上がり部材1eと
第2ガイド部材1cとにわたつて架設された板
状のものであつてもよい。
<4> The specific structure of the handle 1d can be changed as appropriate, and instead of the wooden one explained in the previous embodiment, as shown in FIG. It may be in the form of a suspended plate.

〈5〉 押え部材1a・第1ガイド部材1b・第
2ガイド部材1c等の材質は適宜選択自在で、
各種金属、各種樹脂、或いは各種木材等を用い
ることが可能である。
<5> The materials of the holding member 1a, the first guide member 1b, the second guide member 1c, etc. can be selected as appropriate.
Various metals, various resins, various woods, etc. can be used.

〈6〉 先の実施例では、押え部材1a・第1ガ
イド部材1b・第2ガイド部材1cを板状の部
材で折曲げ形成したものを説明したが、それに
替えて、第6図に示すように、塊状の部材を一
体成形してそれら各部分1a,1b,1cを形
成してもよい。
<6> In the previous embodiment, the holding member 1a, the first guide member 1b, and the second guide member 1c were formed by bending plate-like members, but instead of that, as shown in FIG. Alternatively, each of the portions 1a, 1b, and 1c may be formed by integrally molding a block-like member.

〈7〉 押え部材1a・第1ガイド部材1b・第
2ガイド部材1cを別の部材から形成し、それ
らをボルト固定や溶接等の固定手段によつて一
体に連設した構成としてもよい。
<7> The holding member 1a, the first guide member 1b, and the second guide member 1c may be formed from separate members, and they may be integrally connected by fixing means such as bolting or welding.

〈8〉 前記押え部材1aの下面のうちの摺動方
向両端部分を、外方側ほど高く位置する傾斜姿
勢に形成し、打継目地Xの下面Xaを押さえる
ための摺動に伴うコンクリートC1の押え部材
1a下面への移入を確実化するようにしても良
い。
<8> Both end portions of the lower surface of the holding member 1a in the sliding direction are formed in an inclined position such that the outer side is higher, and the concrete C 1 accompanying the sliding movement for pressing the lower surface Xa of the pouring joint X is formed. It may be arranged to ensure that the material is transferred to the lower surface of the holding member 1a.

〈9〉 尚、実用新案登録請求の範囲の項に図面
との対照を便利にする為に符号を記すが、該記
入により本考案は添付図面の構造に限定される
ものではない。
<9> Note that although reference numerals are written in the claims section of the utility model registration for convenience of comparison with the drawings, the present invention is not limited to the structure of the attached drawings by such entry.

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

第1図および第2図は本考案に係る打継目地押
え用鏝の実施例を示し、第1図は斜視図、第2図
イ及びホは打継目地の形成工程を示す断面図であ
る。第3図および第4図はそれぞれ別の実施例を
示す第2図ハに相当する断面図、第5図および第
6図はそれぞれさらに別の実施例を示す第1図に
相当する斜視図である。 1a……押え部材、1b……第1ガイド部材、
1c……第2ガイド部材、1d……把手、2……
壁型枠、X……打継目地、Xa……下面。
1 and 2 show an embodiment of the trowel for pressing joints according to the present invention, FIG. 1 is a perspective view, and FIGS. 2A and 2 are cross-sectional views showing the process of forming joints. . 3 and 4 are sectional views corresponding to FIG. 2C showing different embodiments, and FIGS. 5 and 6 are perspective views corresponding to FIG. 1 showing still further embodiments. be. 1a...pressing member, 1b...first guide member,
1c...Second guide member, 1d...Handle, 2...
Wall formwork, X... joint joint, Xa... bottom surface.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 打継目地Xの下面Xaを仕上げるための押え部
材1aに、壁型枠2の上面に摺動自在に載置され
て上下方向で位置決めされる第1ガイド部材1b
を一体に連設し、この第1ガイド部材1bに、前
記壁型枠2の外側面に摺動自在に当接して内外方
向で位置決めされる第2ガイド部材1cを一体に
連設し、把手1dを付設してある打継目地押え用
鏝。
The first guide member 1b is slidably placed on the upper surface of the wall formwork 2 and positioned vertically on the presser member 1a for finishing the lower surface Xa of the joint X.
are integrally connected to the first guide member 1b, and a second guide member 1c is integrally connected to the first guide member 1b, which is slidably abutted on the outer surface of the wall formwork 2 and positioned in the inner and outer directions. A trowel for pressing joints with 1d attached.
JP18181987U 1987-11-28 1987-11-28 Expired JPH0431400Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP18181987U JPH0431400Y2 (en) 1987-11-28 1987-11-28

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP18181987U JPH0431400Y2 (en) 1987-11-28 1987-11-28

Publications (2)

Publication Number Publication Date
JPH0186636U JPH0186636U (en) 1989-06-08
JPH0431400Y2 true JPH0431400Y2 (en) 1992-07-28

Family

ID=31473287

Family Applications (1)

Application Number Title Priority Date Filing Date
JP18181987U Expired JPH0431400Y2 (en) 1987-11-28 1987-11-28

Country Status (1)

Country Link
JP (1) JPH0431400Y2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP6635557B2 (en) * 2017-08-23 2020-01-29 巧 吉田 Architectural surface treatment tool

Also Published As

Publication number Publication date
JPH0186636U (en) 1989-06-08

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