JPH0768766B2 - Block for leveling concrete - Google Patents
Block for leveling concreteInfo
- Publication number
- JPH0768766B2 JPH0768766B2 JP8913690A JP8913690A JPH0768766B2 JP H0768766 B2 JPH0768766 B2 JP H0768766B2 JP 8913690 A JP8913690 A JP 8913690A JP 8913690 A JP8913690 A JP 8913690A JP H0768766 B2 JPH0768766 B2 JP H0768766B2
- Authority
- JP
- Japan
- Prior art keywords
- block
- female screw
- concrete
- screw member
- formwork
- 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 - Lifetime
Links
Landscapes
- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
Description
【発明の詳細な説明】 〔産業上の利用分野〕 この発明は、建造物の屋根や床などを造るためにコンク
リートを型枠上に流し込んで鉄筋コンクリート盤状体を
得る場合に使用するコンクリートのレベル出し用ブロッ
クに関するものである。DETAILED DESCRIPTION OF THE INVENTION [Industrial field of application] The present invention relates to a level of concrete used when a concrete is poured onto a formwork to obtain a reinforced concrete disk for building a roof or floor of a building. It relates to the delivery block.
従来、前記のようなレベル出し用ブロックとして、例え
ば、特開昭61−98867号公報に示すように、コンクリー
ト型枠上に上下方向の中間部を鉄筋組立体の縦,横配筋
の相互間に嵌めてコンクリート型枠上に位置決め保持
し、多数個を適宜の間隔で前記型枠上に設置し、型枠上
にコンクリートを流し込んでコンクリート盤状体を得る
場合に、前記コンクリートに前記鉄筋組立体とともに埋
め込み、流し込んだコンクリートの各部の厚さを容易に
均一化するために用いるものがあった。Conventionally, as a leveling block as described above, for example, as shown in Japanese Patent Laid-Open No. 61-98867, an intermediate portion in the vertical direction is provided on a concrete formwork between the vertical and horizontal reinforcing bars of the reinforcing bar assembly. When a concrete board is obtained by pouring the concrete onto the formwork and placing it on the formwork at a proper interval by placing it on the concrete formwork by positioning it on the concrete formwork. There was one that was used to easily equalize the thickness of each part of the concrete that was embedded and poured with the three-dimensional structure.
また、前記のようなレベル出し用ブロックとして、この
発明の発明者は、特願平1−41700号(平成1年2月23
日出願)を提案している。このレベル出し用ブロック
は、ほぼ倒立箱状の下鉄筋保持部がある下台と、この下
台上に固定されるブロック本体とを有し、前記下鉄筋保
持部に下鉄筋を保持させてあり、下台上にブロック本体
を固定してブロックを組み立て、これらをコンクリート
型枠上に設置して前述した従来のものとほぼ同様に用
い、コンクリート盤状体を得て前記型枠を取り外した
後、前記下鉄筋保持部内にある下鉄筋の中央部を天井板
などの取り付けに利用することを提案している。In addition, as a leveling block as described above, the inventor of the present invention has disclosed a patent application No. 1-41700 (February 23, 1991).
Japanese application). This leveling block has a lower stand having a substantially inverted box-shaped lower rebar holding section and a block body fixed on the lower stand, and the lower rebar holding section holds the lower rebar. After assembling the block by fixing the block body to the top, installing these on the concrete formwork and using it almost in the same way as the conventional one described above, after obtaining the concrete board-like body and removing the formwork, It is proposed that the central part of the lower reinforcing bar in the reinforcing bar holding part be used for mounting a ceiling plate or the like.
従来のコンクリートのレベル出し用ブロックは、コンク
リート盤状体を得る場合に、型枠上に流し込んだコンク
リートの各部の厚さを均一化するためだけに用いられ、
得られたコンクリート盤状体の下方に天井板などを吊持
するために、吊りボルトなど吊り具の基端部を前記盤状
体にレベル出し用ブロックとは別個に取り付けることが
必要となり、前記吊り具の取り付けが面倒であり、作業
性がよくないという問題点があった。また、発明者が先
に提案したレベル出し用ブロックは、コンクリート盤状
体を得た後には、下台のほぼ倒立箱状の下鉄筋保持部内
にこの保持部に保持させた下鉄筋の中央部が架設されて
いるだけであるため、前記下鉄筋の中央部に天井板の吊
りボルトなどの吊り具を連結する作業がしにくく、前述
した従来のものに比べ、作業性があまり向上しないとい
う問題点があった。The conventional leveling block for concrete is used only for equalizing the thickness of each part of the concrete poured onto the formwork when obtaining a concrete board.
In order to suspend a ceiling board or the like below the obtained concrete board, it is necessary to attach the base end part of a hanging tool such as a hanging bolt to the board separately from the leveling block. There was a problem that the workability was not good because the attachment of the hanging tool was troublesome. Further, the leveling block previously proposed by the inventor, after the concrete plate-shaped body is obtained, the center portion of the lower rebar that is held in the lower rebar holding portion of the lower table is substantially inverted box-shaped. Since it is only erected, it is difficult to connect a hanging tool such as a hanging bolt of the ceiling plate to the central portion of the lower rebar, and the workability does not improve so much compared to the conventional one described above. was there.
この発明は、前述した問題点を解決して、吊り具などの
おねじ部材を作業性よく確実に取り付けることができる
コンクリートのレベル出し用ブロックを提供することを
目的としている。An object of the present invention is to solve the above-mentioned problems and to provide a concrete leveling block capable of reliably attaching a thread member such as a hanging tool with good workability.
この発明によるコンクリートのレベル出し用ブロック
は、コンクリート型枠上に位置決めして設置されるブロ
ック部材と、下方からおねじ部材が締め付けられるめね
じ部材とを有し、前記ブロック部材の下面に対し前記め
ねじ部材の先端面を平坦または上方に位置させて、前記
ブロック部材の下部に前記めねじ部材を固定したもので
ある。A concrete leveling block according to the present invention has a block member positioned and installed on a concrete formwork, and a female screw member to which a male screw member is tightened from below, and the block member for the lower surface of the block member is The distal end surface of the female screw member is positioned flat or upward, and the female screw member is fixed to the lower portion of the block member.
また、この発明によるコンクリートのレベル出し用ブロ
ックは、コンクリート型枠上に位置決めして設置される
ブロック部材と、下方からおねじ部材が締め付けられる
めねじ部材とを有し、前記ブロック部材の前記型枠上へ
の設置時に前記ブロック部材内に収容される前記めねじ
部材を、このめねじ部材先端部の下方への回動可能に前
記ブロック部材の下部に軸支したものである。Further, the concrete leveling block according to the present invention has a block member positioned and installed on the concrete formwork, and a female screw member to which a male screw member is tightened from below, and the mold of the block member. The female screw member accommodated in the block member when installed on the frame is rotatably supported on the lower portion of the block member so as to be rotatable below the tip of the female screw member.
この発明によるコンクリートのレベル出し用ブロック
は、コンクリート型枠上にブロック部材を位置決めして
保持した状態で、めねじ部材を前記ブロック部材の下部
に固定したものも、めねじ部材をブロック部材の下部に
回動可能に軸支したものも、めねじ部材の先端部がブロ
ック部材の下面より下方に突出しないので、めねじ部材
がないレベル出し用ブロックと同様に使用できる。ま
た、めねじ部材の周囲でブロック部材の下面が前記型枠
上に支持されるので、型枠上に流し込んだコンクリート
がめねじ部材の内部に入り込むことがなく、流し込んだ
コンクリートの硬化後に型枠を外して、吊り具などのお
ねじ部材の基端部を下方からめねじ部材にねじ込んで締
め付ければよく、前記おねじ部材を鉄筋コンクリート盤
状体にめねじ部材を介して容易にしかも確実に短時間で
取り付けることができる。In the concrete leveling block according to the present invention, the female screw member is fixed to the lower part of the block member while the block member is positioned and held on the concrete formwork. A rotatably supported shaft can also be used in the same manner as a leveling block without a female screw member because the tip of the female screw member does not project downward from the lower surface of the block member. Further, since the lower surface of the block member is supported on the formwork around the female screw member, the concrete poured into the formwork does not enter the inside of the female screw member, and the formwork is cured after the poured concrete is hardened. It is only necessary to remove it and screw the base end of the threaded member such as a suspender into the female threaded member from below, and tighten the male threaded member to the reinforced concrete board through the female threaded member easily and securely for a short time. It can be installed with.
以下、この発明の実施例につき図を参照して説明する。 Embodiments of the present invention will be described below with reference to the drawings.
第1図a,b,第2図および第3図はこの発明の第1実施例
を示す。第1図aはブロック部材の斜視図、第1図bは
めねじ部材付の嵌合部材の斜視図、第2図は嵌合部材の
平面図、第3図は第2図のA−A断面図である。1a, 1b, 2 and 3 show a first embodiment of the present invention. 1a is a perspective view of a block member, FIG. 1b is a perspective view of a fitting member with a female screw member, FIG. 2 is a plan view of the fitting member, and FIG. 3 is a sectional view taken along line AA of FIG. It is a figure.
図において、(1)はブロック部材であって、このブロ
ック部材(1)はポリプロピレン、ポリエチレンなど合
成樹脂の成形品により構成されている。(1a)はブロッ
ク部材(1)を形成する6本の脚部であり、脚部(1a)
の下端にはそれぞれ嵌合凹部(1b)が形成されている。
(1c)はブロック部材(1)の環状の上端部である。
(20)はこれらの各構成部材からなる本体である。In the figure, (1) is a block member, and this block member (1) is made of a molded product of synthetic resin such as polypropylene or polyethylene. (1a) is the six legs forming the block member (1), and the legs (1a)
Fitting recesses (1b) are formed at the lower ends of the respective.
(1c) is an annular upper end of the block member (1).
(20) is a main body composed of each of these components.
(2)は嵌合部材であって、ブロック部材(1)と同様
にポリプロピレン、ポリエチレンなど合成樹脂の成形品
により構成されている。この嵌合部材(2)は、前記嵌
合凹部(1b)と対応する嵌合突起(2a)が環状の基端部
(2b)上に6本突設されて、前記ブロック部材(1)と
嵌合自在に形成されている。(2e)は嵌合部材(2)を
後述する板枠(6)などにくぎ等の固定具で固定させる
ための通孔である。(2) is a fitting member, which is made of a molded product of synthetic resin such as polypropylene or polyethylene, like the block member (1). In this fitting member (2), six fitting projections (2a) corresponding to the fitting recess (1b) are provided on the annular base end portion (2b) so as to project to the block member (1). It is formed to fit freely. Reference numeral (2e) is a through hole for fixing the fitting member (2) to a plate frame (6) described later with a fixing tool such as a nail.
(3)は、嵌合部材(2)の環状の基端部(2b)の内周
(2c)からほぼ倒立V字形に屈曲し、下部に開口部(3
a)を有する収容体である。収容体(3)は、前記嵌合
部材(2)と一体的に形成され、収容体(3)の両側部
(3b)に下鉄筋(4)貫通孔(3d)が設けられている。
(3e)は後述するめねじ部材の収容部である。この収容
部(3e)内に後述するめねじ部材(5)が収容され、め
ねじ部材(5)は下鉄筋(4)によって下方への回動可
能に収容部(3e)内に軸支されている。(3) is bent from the inner circumference (2c) of the annular base end (2b) of the fitting member (2) into a substantially inverted V shape, and has an opening (3) at the bottom.
It is a container having a). The container (3) is formed integrally with the fitting member (2), and the lower reinforcing bar (4) through hole (3d) is provided on both sides (3b) of the container (3).
(3e) is an accommodating portion for a female screw member described later. A female screw member (5) described later is housed in the housing portion (3e), and the female screw member (5) is pivotally supported in the housing portion (3e) by a lower rebar (4) so as to be rotatable downward. There is.
上記めねじ部材(5)は、アルミニウムなどの金属のダ
イキャスト製品、塩化ビニルなどの硬質合成樹脂の一体
成形品で構成されている。また、めねじ部材(5)は、
第4図a,b,cに示すように、基端部に軸孔(5a)が形成
され、その下部にめねじ孔(5b)が設けられる。また、
必要に応じては、めねじ孔(5b)は軸孔(5a)と基端が
連なるように形成してもよい。めねじ孔(5b)の先端に
はガイド孔(5c)が形成される。すなわち、めねじ孔
(5b)とガイド孔(5c)とは軸孔(5a)と直交してめね
じ部材(5)の長手方向に沿ってめねじ部材(5)の幅
方向中央部に形成されている。前記ガイド孔(5c)は、
めねじ部材(5)の先端面に開口され、この開口からめ
ねじ孔(5b)に向って小径となるテーパー孔が形成され
る。The female screw member (5) is composed of a die-cast product of a metal such as aluminum or an integrally molded product of a hard synthetic resin such as vinyl chloride. Further, the female screw member (5) is
As shown in FIGS. 4A, 4B, and 4C, a shaft hole (5a) is formed in the base end portion, and a female screw hole (5b) is provided in the lower portion thereof. Also,
If necessary, the female screw hole (5b) may be formed so that the base end is continuous with the shaft hole (5a). A guide hole (5c) is formed at the tip of the female screw hole (5b). That is, the female screw hole (5b) and the guide hole (5c) are formed in the widthwise central portion of the female screw member (5) along the longitudinal direction of the female screw member (5) orthogonal to the shaft hole (5a). Has been done. The guide hole (5c) is
A taper hole is formed in the front end surface of the female screw member (5) and has a small diameter from this opening toward the female screw hole (5b).
前記下鉄筋(4)は第1図bに示すように、中央部(4
a)にめねじ部材(5)の軸孔(5a)が回動自在に嵌合
され、嵌合部材(2)の側部(3b)を貫通して側部(3
b)外で直角に屈曲した起立部(4b)の上端から両端部
(4c)が外側に直角に屈曲されている。As shown in Fig. 1b, the lower rebar (4) has a central part (4
The shaft hole (5a) of the female screw member (5) is rotatably fitted in a) and penetrates the side portion (3b) of the fitting member (2) to form the side portion (3).
b) From the upper end of the standing portion (4b) that is bent at a right angle outside, both ends (4c) are bent at a right angle to the outside.
次に、前述した第1実施例のレベル出し用ブロックの使
用について説明する。Next, the use of the level setting block of the first embodiment described above will be described.
第5図に示すように、多数の仮設支柱(15)を立設し、
これらの支柱(15)上に合板などからなる仮設コンクリ
ート型枠の枠板(6)を上下方向に傾斜させて固定す
る。その後、多数のブロック部材(1)と嵌合部材
(2)を組み合せて縦,横所要間隔で前記枠板(6)上
に支持させ、嵌合部材(2)の環状基端部(2b)に予め
設けた通孔(2e)に釘を挿入して枠板(6)に打ち込む
などにより、ブロック部材(1)と嵌合部材(2)とを
枠板(6)に固定する。As shown in FIG. 5, a large number of temporary columns (15) are erected,
A frame plate (6) of a temporary concrete form made of plywood or the like is fixed on these columns (15) by inclining vertically. After that, a large number of block members (1) and fitting members (2) are combined and supported on the frame plate (6) at required vertical and horizontal intervals, and an annular base end portion (2b) of the fitting member (2). The block member (1) and the fitting member (2) are fixed to the frame plate (6) by inserting a nail into the through hole (2e) previously provided in the frame and driving it into the frame plate (6).
次に、枠板(6)上で縦,横配筋(7a),(7b)を直交
させ、これらを上,下複数段に配設して鉄筋組立体
(7)を構成する。この場合に、ブロック部材(1)と
嵌合部材(2)とは、縦,横配筋(7a),(7b)で囲ま
れた内部に保持させる。なお、前記配筋(7a),(7b)
の一部に下鉄筋(4)のブロック部材(1)から突出し
た部分を溶接などの適宜の手段で固定する。また、この
状態で、めねじ部材(5)は、収容体(3)の収容部
(3e)に収容するとともに、枠板(6)上に下鉄筋
(4)の中央部を屋根勾配の方向と直交させて配置す
る。その後、コンクリート(8)を枠板(6)上に流し
込むことにより、ブロック部材(1)、嵌合部材
(2)、下鉄筋(4)のブロック部材(1)外に突出し
た部分、および鉄筋組立体(7)を、流し込んだコンク
リート(8)に埋め込み、コンクリートを盤状に打設す
る。この際、コンクリート(8)はブロック部材(1)
の上面を目印として、これらの高さと等しいか幾分薄い
厚さとする。なお、図示省略したが枠板(6)の周囲に
は仮設堰板を立ち上がらせて、コンクリート(8)が枠
板(6)外に流出しないようにしておく。Next, on the frame plate (6), the vertical and horizontal reinforcing bars (7a), (7b) are made orthogonal to each other, and these are arranged in a plurality of upper and lower stages to form a reinforcing bar assembly (7). In this case, the block member (1) and the fitting member (2) are held inside the vertical and horizontal bars (7a) and (7b). The bar arrangement (7a), (7b)
A part of the lower rebar (4) protruding from the block member (1) is fixed to a part of the above by suitable means such as welding. Further, in this state, the female screw member (5) is housed in the housing portion (3e) of the housing body (3), and the central portion of the lower reinforcing bar (4) is placed on the frame plate (6) in the roof slope direction. Place it orthogonal to. Then, by pouring concrete (8) onto the frame plate (6), the block member (1), the fitting member (2), the portion of the lower reinforcing bar (4) protruding outside the block member (1), and the reinforcing bar. The assembly (7) is embedded in the poured concrete (8), and the concrete is poured into a board shape. At this time, the concrete (8) is the block member (1)
Use the upper surface of the mark as a mark and make it equal to or slightly thinner than these heights. Although not shown, a temporary barrier plate is raised around the frame plate (6) to prevent the concrete (8) from flowing out of the frame plate (6).
枠板(6)上に打設した直後のコンクリート(8)は流
動性をもっているが、嵌合部材(2)の環状基端部(2
b)が枠板(6)に固定されているとともに、胴部(1
a)が配筋(7a),(7b)に支持されているので、ブロ
ック部材(1)はコンクリート(8)が流下しようとす
る負荷を受けても変位しない。そして、ブロック部材
(1)はコンクリート(8)の流下に抵抗を与えるの
で、傾斜した下部のコンクリート(8)が厚くなるのを
防止するのに役立つ。The concrete (8) immediately after being cast on the frame plate (6) has fluidity, but the annular base end (2) of the fitting member (2) is
b) is fixed to the frame plate (6) and the body (1
Since the a) is supported by the reinforcing bars (7a) and (7b), the block member (1) is not displaced even when the concrete (8) is subjected to a load to flow down. And, since the block member (1) gives resistance to the flowing down of the concrete (8), it is useful for preventing the concrete (8) at the lower part of the slope from becoming thick.
コンクリート(8)の硬化後に、枠板(6)を含むコン
クリート型枠および支柱(15)を撤去する。コンクリー
ト型枠を撤去すると、めねじ部材(5)は重力によって
先端部が下がるように回動し、第5図に示すように垂直
となる。この状態になった後の適時に、下方から天井吊
りボルト(9)の上部に設けたおねじ部材をめねじ部材
(5)のめねじ孔(5b)にねじ嵌合させて締め付け、前
記吊りボルト(9)の下端部に適宜の手段で天井板を吊
持させ、天井板によって天井を構成することができる。
また、コンクリート型枠を撤去した後の適時にコンクリ
ート(8)上に屋根を葺いたり、あるいは床板を張った
りすることができる。After hardening of the concrete (8), the concrete formwork including the frame plate (6) and the columns (15) are removed. When the concrete formwork is removed, the female screw member (5) is rotated by gravity so that its tip portion is lowered, and becomes vertical as shown in FIG. After this state is reached, at a suitable time, the male screw member provided on the ceiling suspension bolt (9) from below is screwed into the female screw hole (5b) of the female screw member (5) and tightened, and the suspension is performed. The ceiling plate can be suspended from the lower end portion of the bolt (9) by an appropriate means to form the ceiling.
In addition, the roof can be roofed on the concrete (8) or the floorboard can be stretched at a suitable time after removing the concrete formwork.
なお、前記第一実施例では、ブロック部材(1)は、本
体(20)と嵌合部材(2)とが分割嵌合形式に構成され
ているが、両者を一体的に形成することも可能である。
また、嵌合部材(2)の環状基端部(2b)は、下鉄筋
(4)の長手方向部分を一部切欠する形状にしても本発
明の作用効果に悪影響を及ぼすことはなく、むしろ軽量
化に寄与できる。更に、環状の上端部(1c)を平坦な円
板状のものに形成することもできる。In addition, in the first embodiment, the block member (1) is configured such that the main body (20) and the fitting member (2) are split fitting type, but both may be integrally formed. Is.
Further, even if the annular base end portion (2b) of the fitting member (2) has a shape in which the longitudinal portion of the lower reinforcing bar (4) is partially cut out, it does not adversely affect the operation and effect of the present invention. It can contribute to weight reduction. Further, the annular upper end (1c) can be formed in a flat disc shape.
第6図はこの発明の第2実施例を示す。第6図中、第1
図a,bと同符号は対応する部分を示し、(10)は筒状の
めねじ部材であり、このめねじ部材(10)はブロック部
材(1)の脚部(1a)軸方向と直交する嵌合部材(2)
に中心部に埋め込まれて一体に固定され、めねじ部材
(10)の先端が嵌合部材(2)の下面に開口されてい
る。なお、この第2実施例の前述した以外の構成は第1
実施例とほぼ同様である。FIG. 6 shows a second embodiment of the present invention. First in FIG.
The same reference numerals as those in FIGS. A and b indicate corresponding parts, and (10) is a cylindrical female screw member, and this female screw member (10) is orthogonal to the axial direction of the leg (1a) of the block member (1). Fitting member (2)
Embedded in the center portion of the female screw member and fixed integrally therewith, and the tip of the female screw member (10) is opened in the lower surface of the fitting member (2). The configuration of the second embodiment other than that described above is the first
It is almost the same as the embodiment.
次に、第2実施例のレベル出し用ブロックの使用につい
て説明する。Next, the use of the level setting block of the second embodiment will be described.
第7図に示すように、多数の仮設支柱(15)を立設し、
これらの支柱(15)上に合板などからなる仮設コンクリ
ート型枠の枠板(6)を水平に固定する。その後、多数
のブロック部材(1)と嵌合部材(2)を枠板(6)に
第1実施例の場合と同様に固定し、縦,横配筋(7a),
(7b)を上,下複数段に直交させて第1実施例の場合と
同様に固定し、ブロック部材(1)と嵌合部材(2)を
縦,横配筋(7a),(7b)で囲まれた内部に保持させ
る。その後、コンクリート(8)を枠板(6)上に流し
込み、ブロック部材(1)、鉄筋組立体(7)を、流し
込んだコンクリート(8)に埋め込み、コンクリートを
盤状に打設する。この際、コンクリート(8)はブロッ
ク部材(1)の上面を目印として、これの高さと等しい
か幾分薄い厚さとする。なお、枠板(6)の周囲には仮
設堰板を立ち上がらせてコンクリート(8)が枠板
(6)外に流出しないようにしておく。As shown in FIG. 7, a large number of temporary columns (15) are erected,
A frame plate (6) of a temporary concrete formwork made of plywood or the like is horizontally fixed on these columns (15). After that, a large number of block members (1) and fitting members (2) are fixed to the frame plate (6) in the same manner as in the first embodiment, and vertical and horizontal bar arrangements (7a),
(7b) are orthogonally crossed in upper and lower stages and fixed in the same manner as in the first embodiment, and the block member (1) and the fitting member (2) are vertically and horizontally arranged (7a) and (7b). Hold inside the box. Then, the concrete (8) is poured onto the frame plate (6), the block member (1) and the reinforcing bar assembly (7) are embedded in the poured concrete (8), and the concrete is poured into a board shape. At this time, the concrete (8) has a thickness equal to or slightly smaller than the height of the block member (1) with the upper surface as a mark. A temporary barrier plate is raised around the frame plate (6) to prevent the concrete (8) from flowing out of the frame plate (6).
コンクリート(8)の硬化後に、枠板(6)を含むコン
クリート型枠および支柱(15)を撤去する。コンクリー
ト型枠および支柱(15)を撤去すると、コンクリート
(8)の下面に嵌合部材(2)の下面とともにめねじ部
材(10)の先端面が露出する。この状態になった後の適
時に、下方から天井吊りボルト(9)の上部に設けたお
ねじ部をめねじ部材(10)のめねじ孔(10a)にねじ嵌
合させて締め付け、前記吊りボルト(9)の下端部に適
宜の手段で天井板を吊持させて、天井を構成することが
できる。After hardening of the concrete (8), the concrete formwork including the frame plate (6) and the columns (15) are removed. When the concrete formwork and the columns (15) are removed, the tip surface of the female screw member (10) is exposed on the lower surface of the concrete (8) together with the lower surface of the fitting member (2). After this state, at a suitable time, the male screw portion provided on the upper portion of the ceiling suspension bolt (9) from below is screwed into the female screw hole (10a) of the female screw member (10) and tightened. The ceiling plate can be configured by suspending the ceiling plate on the lower end portion of the bolt (9) by an appropriate means.
なお、第2実施例のめねじ部材(10)はめねじ孔(10
a)の先端側にガイド孔を設けてないが、めねじ部材を
ブロック部材の下部に固定するレベル出し用ブロックで
も、第1実施例のガイド孔と同様なガイド孔をめねじ孔
の先端に連続させることが好ましい。The female screw member (10) of the second embodiment has a female screw hole (10
Although a guide hole is not provided on the tip side of a), even in the leveling block in which the female screw member is fixed to the lower portion of the block member, a guide hole similar to the guide hole of the first embodiment is provided at the tip of the female screw hole. It is preferable to make it continuous.
また、第2実施例には下鉄筋を設けてないが、第2実施
例の変形例として、第8図に示すように、ブロック部材
(1)の脚部(1a)上端部に支持部(11b)を形成し、
これを貫通して両端部(11a)が脚部(1a)外側に突出
する上鉄筋(11)を固定し、上鉄筋(11)の脚部(1a)
軸方向と直交する両端部(11a)を鉄筋組立体の上段の
配筋に支持させてコンクリートに埋め込むようにするこ
とが好ましい。In addition, although the lower reinforcing bar is not provided in the second embodiment, as a modification of the second embodiment, as shown in FIG. 8, a supporting portion (at the upper end of the leg portion (1a) of the block member (1) ( 11b) forming
Fixing the upper rebar (11), which penetrates through both ends (11a) and protrudes to the outside of the leg (1a), the leg (1a) of the upper rebar (11)
Both ends (11a) orthogonal to the axial direction are preferably supported by the upper bar arrangement of the reinforcing bar assembly and embedded in concrete.
そして、第9図に示すように、第1実施例の変形例とし
て、第8図に示す上鉄筋と同様に上鉄筋(11)をブロッ
ク部材(1)の脚部(1a)上端部に固定してもよく、第
9図に示すレベル出し用ブロックでは、下鉄筋(4)と
上鉄筋(11)とを直交する方向に配設してある。Then, as shown in FIG. 9, as a modification of the first embodiment, as in the case of the upper rebar shown in FIG. 8, the upper rebar (11) is fixed to the upper end of the leg (1a) of the block member (1). Alternatively, in the leveling block shown in FIG. 9, the lower reinforcing bar (4) and the upper reinforcing bar (11) are arranged in a direction orthogonal to each other.
なお、第8図、第9図に示すレベル出し用ブロックは、
ブロック部材(1)を上下に複数に分割し、上鉄筋(1
1)または脚部(1a)に固定するめねじ部材(10)をブ
ロック部材(1)を分割した上部材に、インサート成形
によって一体に固定し、分割した部材を適時に固定する
ことが好ましい。The level setting blocks shown in FIG. 8 and FIG.
The block member (1) is divided into upper and lower parts and upper bar (1
It is preferable that the female screw member (10) for fixing to 1) or the leg portion (1a) is integrally fixed to the upper member obtained by dividing the block member (1) by insert molding, and the divided member is fixed at a proper time.
第10図はこの発明の第3実施例の上部を示す。この実施
例は、ブロック部材(1)の環状の上端部(1c)中央部
に上面が開口した凹部(1f)を形成し、中心部に筒状の
上めねじ部材(12)をインサート成形によって凹部(1
f)と一体に固定したものである。前記上めねじ部材(1
2)は、上面が開口しているとともに、前記凹部(1f)
内に収容してある。なお、第3実施例の前述した以外の
構成および使用は第1実施例と同様であり、前記上めね
じ部材(12)のめねじ部材(12a)に吊り子の下端部に
設けたおねじ部をねじ嵌合させ、前記吊り子の上端部に
よって屋根板を係止し、コンクリート盤状体の上に屋根
を葺くようにする。なお、第10図のものを第2実施例の
上部に適用することにより、上めねじ部材にボルトを締
め付け、コンクリート盤状体の上に前記ボルトで床板な
どを張設するようにしてもよい。FIG. 10 shows the upper part of the third embodiment of the present invention. In this embodiment, a recess (1f) having an open upper surface is formed at the center of the annular upper end (1c) of the block member (1), and a cylindrical upper female screw member (12) is formed at the center by insert molding. Recess (1
It is fixed together with f). The upper female screw member (1
2) has an open upper surface and the recess (1f)
It is housed inside. The configuration and use of the third embodiment other than those described above are the same as those of the first embodiment, and the male screw member (12a) of the upper female screw member (12) is provided with a male screw provided at the lower end portion of the suspension. The parts are screwed together, and the roof plate is locked by the upper end of the suspension so that the roof is roofed on the concrete board. By applying the one shown in FIG. 10 to the upper portion of the second embodiment, the upper female screw member may be tightened with a bolt, and the floor plate or the like may be stretched on the concrete board by the bolt. .
さらに、第1実施例の変形例として次のものがある。Furthermore, there are the following modifications of the first embodiment.
すなわち、第11図a,b,cに示すめねじ部材(13)は、め
ねじ部をナット(13a)で構成し、このナット(13a)を
ブラケット(13b)の中央部に溶接し、この中央部にナ
ット(13a)のめねじ孔に通じるこれと同軸、ほぼ同径
の孔(13c)を設け、ブラケット(13b)の中央部から直
角に屈曲して対向する両端部を下鉄筋(4)の中央部に
回動可能に軸支したものである。そして、このめねじ部
材(13)は、鎖線に示すようにブラケット(13b)中央
部のナット(13a)と反対側面にナット側が小径となる
テーパー孔(13d)を有するガイド部材(13e)を溶接し
てもよい。That is, in the female screw member (13) shown in FIGS. 11 (a), 11 (b), and 11 (c), the female screw portion is composed of a nut (13a), and this nut (13a) is welded to the central portion of the bracket (13b). A hole (13c), which is coaxial with the female threaded hole of the nut (13a) and has the same diameter as that of the nut (13a), is provided at the center, and the opposite ends of the bracket (13b) are bent at a right angle to the lower rebar (4). ) Is rotatably supported in the center. This female screw member (13) is welded with a guide member (13e) having a tapered hole (13d) on the side opposite to the nut (13a) at the center of the bracket (13b) as shown by the chain line. You may.
さらに、めねじ部材(13)は、第12図a,b,cに示すよう
に、ブラケット(13b)をほぼアングル状とし、ブラケ
ット(13b)の基端部に設けた筒状部(13f)を下鉄筋
(4)の中央部に回動自在に軸支し、ブラケット(13
b)の先端部にナット(13a)を溶接し、ブラケット(13
b)の先端部にナット(13a)のめねじ孔に通じるこれと
同軸ほぼ同径の孔(13c)を設けたものである。そし
て、このめねじ部材(13)もブラケット(13b)先端部
のナット(13a)と反対側面にテーパー孔(13d)を有す
るガイド部材(13e)を溶接できる。第11図,第12図の
各図に示すめねじ部材(13)は、第1図a,bに示すめね
じ部材と同様にブロック部材の下部に取り付けて使用す
る。Further, as shown in FIGS. 12 a, b, and c, the female screw member (13) has a bracket (13 b) formed into a substantially angled shape, and a tubular portion (13 f) provided at the base end of the bracket (13 b). Is rotatably supported in the center of the lower rebar (4), and the bracket (13
Weld the nut (13a) to the tip of b) and
A hole (13c), which is coaxial with the female threaded hole of the nut (13a) and has substantially the same diameter, is provided at the tip of b). The female screw member (13) can also be welded to the guide member (13e) having the tapered hole (13d) on the side opposite to the nut (13a) at the tip of the bracket (13b). The female screw member (13) shown in each of FIGS. 11 and 12 is used by being attached to the lower portion of the block member similarly to the female screw member shown in FIGS.
第13図a,bに示すように、第4図a,b,cに示すものとほぼ
同様なめねじ部材(5)の基端部を軸(14)によって嵌
合部材(2)の収容部内に回動自在に軸支し、前記軸
(14)に下鉄筋(4)のU字状の中央部(4a)を係止
し、下鉄筋(4)の両端部(4a)を下壁(1d)に通して
その上方で脚部(1a)の外側に突出させたものである。
第14図a,b、第15図に示すものは、第13図a,bと下鉄筋
(4)の形状および位置を異ならせた以外は第13図a,b
に示すものと同構成であり、第14図a,b、第15図中、第1
3図a,bと同符号は対応する部分を示す。As shown in FIGS. 13a and 13b, the proximal end of the female screw member (5) similar to that shown in FIGS. Is rotatably supported on the shaft (14), the U-shaped central portion (4a) of the lower rebar (4) is locked to the shaft (14), and both ends (4a) of the lower rebar (4) are attached to the lower wall ( 1d) and is projected to the outside of the leg (1a) above it.
Figures 14a, b and 15 are the same as Figures 13a, 13b except that the shape and position of the lower rebar (4) are different from those of Figures 13a, 13b.
It has the same structure as that shown in FIG.
3 The same symbols as those in Figures a and b indicate the corresponding parts.
第16図a,b,cに示すめねじ部材(5)は、第4図a,b,cに
示すもので変形例であり、基部の幅を広くし基部以外の
部分の外径断面を円形としてある。なお、第16図a,b,c
中第4図a,b,cと同符号は対応する部分を示す。The female screw member (5) shown in FIGS. 16 (a), 16 (b), and 16 (c) is a modification shown in FIGS. It is a circle. In addition, Fig. 16 a, b, c
The same reference numerals as those in FIGS. 4A, 4B, and 4C indicate corresponding parts.
そして、この発明の第1実施例に用いるめねじ部材は、
コンクリート型枠の枠板上にブロック部材を設置した状
態で嵌合部材内に収容されれば、前記型枠の撤去後には
嵌合部材内にあっても、嵌合部材の下方に先端部が突出
してもよい。The female screw member used in the first embodiment of the present invention is
If the block member is installed on the frame plate of the concrete formwork and is accommodated in the fitting member, even if the block member is in the fitting member after removal of the formwork, the tip portion is below the fitting member. You may project.
第17図、第18図、第19図に例示するように、第1実施例
の嵌合部材(2)の下端部とくに収容体(3)の形状は
めねじ部材(5)の収容に適するように適宜変更でき、
また第18図、第19図に示すようにめねじ部材(5)下端
に開口する切欠(5g)を形成し、これらの切欠(5g)に
下鉄筋(4)を圧入嵌合させて保持させるようにしても
よい。なお、第17図、第18図、第19図中第1図a,bと同
符号は対応する部分を示す。As illustrated in FIGS. 17, 18, and 19, the lower end portion of the fitting member (2) of the first embodiment, particularly the shape of the container (3), is suitable for accommodating the female screw member (5). Can be changed to
Further, as shown in FIG. 18 and FIG. 19, notches (5g) that open at the lower end of the female screw member (5) are formed, and the lower reinforcing bars (4) are press-fitted into these notches (5g) to be retained. You may do it. Incidentally, the same reference numerals as those in FIGS. 1A and 1B in FIGS. 17, 18, and 19 indicate corresponding parts.
そして、この発明のブロック部材は、横断面円形など必
ずしも第1、第2実施例の形状に限られることなく、発
明者が先に提案した前記特願平1−41700号に記載され
たものとほぼ同様に、ほぼ倒立箱状の部分がある下台
と、箱状の部分の外周下方に複数の脚部が突出している
ブロック本体とに分割し、前記下台上に前記ブロック本
体の脚部をそれぞれ支持固定し、下台とブロック本体と
を固定した高さを打設するコンクリートの厚さとほぼ一
致するようにするなど、適宜変更できる。The block member of the present invention is not limited to the shapes of the first and second embodiments, such as the circular cross section, and is the one described in the above-mentioned Japanese Patent Application No. 1-41700 previously proposed by the inventor. Almost similarly, it is divided into a lower base having an almost inverted box-shaped portion and a block main body in which a plurality of legs protrude below the outer periphery of the box-shaped portion, and the legs of the block main body are respectively placed on the lower base. It can be appropriately changed by, for example, supporting and fixing it so that the height at which the lower base and the block main body are fixed is approximately equal to the thickness of the concrete to be cast.
以上説明したように、この発明によるコンクリートのレ
ベル出し用ブロックは、コンクリート型枠上に位置決め
して設置されるブロック部材と、下方からおねじ部材が
締め付けられるめねじ部材とを有し、このめねじ部材
を、前記ブロック部材の下面に対し先端面を平坦または
上方に位置させて前記ブロック部材の下部に固定し、あ
るいはブロック部材の前記型枠上への設置時にブロック
部材内に収容されるめねじ部材を、このめねじ部材先端
部の下方への回動可能にブロック部材の下部に軸支した
ので、次の効果が得られる。As described above, the concrete leveling block according to the present invention has the block member positioned and installed on the concrete formwork, and the female screw member to which the male screw member is tightened from below. The screw member is fixed to the lower portion of the block member with its tip end surface flat or upward with respect to the lower surface of the block member, or is housed in the block member when the block member is installed on the mold. Since the screw member is rotatably supported on the lower portion of the block member so as to be capable of rotating downward of the tip portion of the female screw member, the following effects can be obtained.
すなわち、この発明によるコンクリートのレベル出し用
ブロックは、コンクリート型枠上にブロック部材を位置
決めして保持した状態で、めねじ部材を前記ブロック部
材の下部に固定したものも、めねじ部材をブロック部材
の下部に回動可能に軸支したものも、めねじ部材の先端
部がブロック部材の下面より下方に突出しないので、め
ねじ部材がないレベル出し用ブロックと同様に使用でき
る。That is, in the concrete leveling block according to the present invention, the female screw member is fixed to the lower part of the block member in a state in which the block member is positioned and held on the concrete formwork. The rotatably rotatably supported lower part of the block can also be used in the same manner as a leveling block without a female screw member because the tip of the female screw member does not project downward from the lower surface of the block member.
また、めねじ部材の周囲でブロック部材の下面が前記型
枠上に支持されるので、型枠上に流し込んだコンクリー
トがめねじ部材の内部に入り込むことがなく、流し込ん
だコンクリートの硬化後に型枠を外して、吊り具などの
おねじ部材の基端部を下方からめねじ部材にねじ込んで
締め付ければよく、前記おねじ部材を鉄筋コンクリート
盤状体にめねじ部材を介して容易にしかも確実に短時間
で取り付けることができる。したがって、レベル出し用
ブロックに天井板の吊り具などのアンカーを兼用させ
て、前記吊り具などを作業性よく確実に取り付けること
ができる。Further, since the lower surface of the block member is supported on the formwork around the female screw member, the concrete poured into the formwork does not enter the inside of the female screw member, and the formwork is cured after the poured concrete is hardened. It is only necessary to remove it and screw the base end of the male threaded member such as a hanger from below into the female threaded member to tighten it. It can be installed with. Therefore, the leveling block can also be used as an anchor such as a suspender for the ceiling plate, and the suspender or the like can be reliably attached with good workability.
第1図a,bはこの発明の第1実施例によるコンクリート
のレベル出し用ブロックを示すブロック本体と嵌合部材
の斜視図、第2図は嵌合部材の平面図、第3図は同上の
A−A断面図、第4図a,b,cは同めねじ部材の正面図,
側面図,底面図、第5図はこの発明の第1実施例による
コンクリートのレベル出し用ブロックの使用状態を示す
建造物上部の垂直断面図、第6図はこの発明の第2実施
例によるコンクリートのレベル出し用ブロックを示す概
略縦断側面図、第7図はこの発明の第2実施例によるコ
ンクリートのレベル出し用ブロックの使用状態を示す建
造物の一部の垂直断面図、第8図および第9図はこの発
明の第1実施例および第2実施例によるレベル出し用ブ
ロックの変形例をそれぞれ示す概略縦断側面図、第10図
はこの発明の第3実施例によるレベル出し用ブロックの
上部を示す概略側面図、第11図a,b,cおよび第12図a,b,c
はこの発明の第1実施例に用いるめねじ部材の互いに異
なった変形例をそれぞれ示す正面図,側面図,底面図、
第13図a,bおよび第14図a,bはこの発明の第1実施例によ
るレベル出し用ブロックの互いに異なった変形例の下部
をそれぞれ示す縦断面図、横断面図、第15図はこの発明
の第1実施例によるレベル出し用ブロックのさらに異な
った変形例の下部を示す横断面図、第16図a,b,cは第4
図a,b,cに示すめねじ部材の変形例を示す正面図,側面
図,底面図、第17図、第18図および第19図はこの発明の
第1実施例によるレベル出し用ブロックのブロック部材
の互いに異なった変形例の下部をそれぞれ示す縦断側面
図である。 (1)…ブロック部材、(1a)…脚部、(1b)…嵌合凹
部、(1c)…上端部、(2)…嵌合部材、(2a)…嵌合
突起、(2b)…基端部、(2c)…内周、(3)…収容
体、(3a)…開口部、(3b)…側部、(3d)…貫通孔、
(3e)…収容部、(4)…下鉄筋、(4a)…中央部、
(4b)…起立部、(4c)…両端部、(5)…めねじ部
材、(5a)…軸孔、(5b)…めねじ孔、(5c)…ガイド
孔、(6)…コンクリート型枠の枠板、(7)…鉄筋組
立体、(7a),(7b)…縦横配筋、(8)…コンクリー
ト、(9)…天井吊りボルト(吊り具)、(10)…めね
じ部材、(10a)…めねじ孔、(11)…上鉄筋、(11a)
…両端部、(12)…上めねじ部材、(12a)…めねじ
孔、(13)…めねじ部材、(13a)…ナット、(13b)…
ブラケット、(13c)…孔、(13d)…テーパー孔、(13
e)…ガイド部材、(14)…軸、(15)…仮設支柱、(2
0)…ブロック部材の本体。1a and 1b are perspective views of a block main body and a fitting member showing a concrete leveling block according to a first embodiment of the present invention, FIG. 2 is a plan view of the fitting member, and FIG. A-A sectional view, FIGS. 4 a, b, c are front views of the same female thread member,
FIG. 5 is a side view, a bottom view, FIG. 5 is a vertical sectional view of the upper portion of the building showing the usage state of the concrete leveling block according to the first embodiment of the present invention, and FIG. 6 is the concrete according to the second embodiment of the present invention. FIG. 7 is a schematic vertical sectional side view showing the leveling block of FIG. 7, FIG. 7 is a vertical sectional view of a part of the building showing the usage state of the leveling block of concrete according to the second embodiment of the present invention, FIG. 8 and FIG. 9 is a schematic vertical sectional side view showing a modification of the level adjusting block according to the first and second embodiments of the present invention, and FIG. 10 shows the upper portion of the level adjusting block according to the third embodiment of the present invention. Schematic side view showing, Fig. 11 a, b, c and Fig. 12 a, b, c
Are front views, side views and bottom views respectively showing different modifications of the female screw member used in the first embodiment of the present invention.
13a and 13b and 14a and 14b are longitudinal sectional views, transverse sectional views and FIG. 15 respectively showing the lower portions of different modifications of the leveling block according to the first embodiment of the present invention. FIG. 16 is a cross-sectional view showing a lower portion of a further modified example of the leveling block according to the first embodiment of the invention, and FIGS.
A front view, a side view, a bottom view, FIG. 17, FIG. 18 and FIG. 19 showing a modified example of the female screw member shown in FIGS. A, b and c are of a leveling block according to the first embodiment of the present invention. It is a vertical side view which each shows the lower part of the modification from which a block member differs from each other. (1) ... Block member, (1a) ... Leg, (1b) ... Fitting recess, (1c) ... Upper end, (2) ... Fitting member, (2a) ... Fitting projection, (2b) ... Base End, (2c) ... inner circumference, (3) ... container, (3a) ... opening, (3b) ... side, (3d) ... through hole,
(3e) ... accommodation section, (4) ... lower rebar, (4a) ... central section,
(4b) ... Standing part, (4c) ... Both ends, (5) ... Female screw member, (5a) ... Shaft hole, (5b) ... Female screw hole, (5c) ... Guide hole, (6) ... Concrete mold Frame plate of frame, (7) ... Reinforcing bar assembly, (7a), (7b) ... Vertical / horizontal bar arrangement, (8) ... Concrete, (9) ... Ceiling suspension bolt (hanging tool), (10) ... Female screw member , (10a)… Female screw hole, (11)… Upper bar, (11a)
... Both ends, (12) ... Upper female screw member, (12a) ... Female screw hole, (13) ... Female screw member, (13a) ... Nut, (13b) ...
Bracket, (13c) ... hole, (13d) ... tapered hole, (13
e) ... Guide member, (14) ... Shaft, (15) ... Temporary column, (2
0) ... The body of the block member.
Claims (6)
れるブロック部材と、下方からおねじ部材が締め付けら
れるめねじ部材とを有し、前記ブロック部材の下面に対
し前記めねじ部材の先端面を平坦または上方に位置させ
て、前記ブロック部材の下部に前記めねじ部材を固定し
たことを特徴とするコンクリートのレベル出し用ブロッ
ク。1. A block member positioned and installed on a concrete formwork, and a female screw member to which a male screw member is tightened from below, and a front end surface of the female screw member with respect to a lower surface of the block member. A leveling block for concrete, characterized in that the female screw member is fixed to the lower part of the block member by arranging the flat or above.
れるブロック部材と、下方からおねじ部材が締め付けら
れるめねじ部材とを有し、前記ブロック部材の前記型枠
上への設置時に前記ブロック部材内に収容される前記め
ねじ部材を、このめねじ部材先端部の下方への回動可能
に前記ブロック部材の下部に軸支したことを特徴とする
コンクリートのレベル出し用ブロック。2. A block member that is positioned and installed on a concrete formwork, and a female screw member to which a male screw member is tightened from below, and the block is installed when the block member is installed on the formwork. A concrete leveling block, wherein the female screw member housed in the member is rotatably supported at a lower portion of the block member so that a tip end portion of the female screw member can be rotated downward.
可能に形成されている請求項(1)または(2)に記載
したコンクリートのレベル出し用ブロック。3. The leveling block of concrete according to claim 1, wherein the block member is formed so that the main body and the fitting member can be fitted to each other.
成されている請求項(1)または(2)に記載したコン
クリートのレベル出し用ブロック。4. The concrete leveling block according to claim 1, wherein the block member and the female screw member are integrally formed.
定し、この上めねじ部材の先端面を前記ブロック部材上
面に対し平坦または下方に配置してある請求項(1)ま
たは(2)に記載したコンクリートのレベル出し用ブロ
ック。5. The block member has an upper female screw member fixed to an upper portion thereof, and a tip end surface of the upper female screw member is arranged flat or below the upper surface of the block member. The concrete leveling block described in).
って小径となるテーパー孔の案内部を有し、この案内部
の基端側にめねじ孔を連続させてある請求項(1),
(2)または(5)に記載したコンクリートのレベル出
し用ブロック。6. A female screw member has a guide portion of a taper hole which is open at the front end surface and has a small diameter toward the base end side, and the female screw hole is continuous to the base end side of this guide portion. Term (1),
The concrete leveling block described in (2) or (5).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP8913690A JPH0768766B2 (en) | 1990-04-05 | 1990-04-05 | Block for leveling concrete |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP8913690A JPH0768766B2 (en) | 1990-04-05 | 1990-04-05 | Block for leveling concrete |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH03287982A JPH03287982A (en) | 1991-12-18 |
| JPH0768766B2 true JPH0768766B2 (en) | 1995-07-26 |
Family
ID=13962465
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP8913690A Expired - Lifetime JPH0768766B2 (en) | 1990-04-05 | 1990-04-05 | Block for leveling concrete |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH0768766B2 (en) |
-
1990
- 1990-04-05 JP JP8913690A patent/JPH0768766B2/en not_active Expired - Lifetime
Also Published As
| Publication number | Publication date |
|---|---|
| JPH03287982A (en) | 1991-12-18 |
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