JPH0356568Y2 - - Google Patents

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Publication number
JPH0356568Y2
JPH0356568Y2 JP1985088828U JP8882885U JPH0356568Y2 JP H0356568 Y2 JPH0356568 Y2 JP H0356568Y2 JP 1985088828 U JP1985088828 U JP 1985088828U JP 8882885 U JP8882885 U JP 8882885U JP H0356568 Y2 JPH0356568 Y2 JP H0356568Y2
Authority
JP
Japan
Prior art keywords
ribs
board
rib
main body
post
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
JP1985088828U
Other languages
Japanese (ja)
Other versions
JPS61206007U (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 JP1985088828U priority Critical patent/JPH0356568Y2/ja
Publication of JPS61206007U publication Critical patent/JPS61206007U/ja
Application granted granted Critical
Publication of JPH0356568Y2 publication Critical patent/JPH0356568Y2/ja
Expired legal-status Critical Current

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  • Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)
  • Joining Of Building Structures In Genera (AREA)
  • Panels For Use In Building Construction (AREA)

Description

【考案の詳細な説明】 (産業上の利用分野) 本考案は中空スラブ、中空壁などに用いるPC
板に関する。
[Detailed explanation of the invention] (Industrial application field) This invention is a PC used for hollow slabs, hollow walls, etc.
Regarding the board.

(従来の技術) 例えば中空スラブに用いるPC板は、PC板の上
面に複数の中空部(ボイド)形成用のリブを等間
隔を置いて突設し、各リブはPC板の長手方向に
伸びている。第5図に示すようにPC板11のリ
ブ11aの間に型枠Kを水平にセツトして、型枠
上から床面を形成する後打ちコンクリートCを打
設して、スラブ内にリブと後打ちコンクリートと
で仕切られた中空部を形成し、この中空部内に設
備配管、配線をしたり、これをダクトスペースと
する。従来、後打ちコンクリートCとリブ11a
との接合は、PC板およびリブ内に配筋したL字
状のスターラツプ12の上端部をリブ上方に突出
させて、その突出端部12aで後打ちコンクリー
トとの定着を図つていた。そしてスラブ筋14は
スターラツプの突出端部12aで保持して、レベ
ル保持を行つている。13は補強筋である。
(Prior art) For example, a PC board used for hollow slabs has a plurality of ribs protruding from the top surface of the PC board for forming hollow parts (voids) at equal intervals, and each rib extends in the longitudinal direction of the PC board. ing. As shown in Fig. 5, a formwork K is set horizontally between the ribs 11a of the PC board 11, and post-cast concrete C, which forms the floor surface, is poured from above the formwork to form ribs within the slab. A hollow space partitioned with post-cast concrete is formed, and equipment piping and wiring can be installed inside this hollow space, and this can be used as a duct space. Conventionally, post-cast concrete C and rib 11a
The upper end of an L-shaped stirrup 12 reinforced within the PC board and rib was made to protrude above the rib, and its protruding end 12a was intended to be anchored to the post-cast concrete. The slab reinforcement 14 is held by the protruding end 12a of the stirrup to maintain the level. 13 is a reinforcing bar.

(考案が解決しようとする課題) しかしながら、従来のPC板によると、スター
ラツプがリブの上端部上方に突出しているため、
PC板製作時に、リブ上端面のコテならしの際、
スターラツプの突出端が邪魔になり、仕上げに手
間がかかり、そして浮き型枠を使用しなければな
らず、製作に手間がかかり、PC板の生産性の向
上が図れない。スターラツプの突出端部でスラブ
筋を保持することは保持作業およびスラブ筋のレ
ベル確保が容易でない。
(Problem to be solved by the invention) However, according to the conventional PC board, since the stirrup protrudes above the upper end of the rib,
When making a PC board, when leveling the top end of the rib with a trowel,
The protruding end of the stirrup gets in the way, takes time to finish, and requires the use of a floating formwork, which takes time and effort to manufacture, making it impossible to improve the productivity of PC boards. It is not easy to hold the slab strips at the protruding end of the stirrup and ensure the level of the slab strips.

本考案の目的はPC板の生産性の向上を図り、
スラブ筋の保持およびレベル確保を容易にするこ
とにある。
The purpose of this invention is to improve the productivity of PC boards,
The objective is to facilitate the retention and leveling of slab muscles.

(課題を解決するための手段) 本考案のPC板は、組立接合鉄筋、中空部形成
用のリブ、補強リブ、端部リブ及びコツターを備
えている。上記組立接合鉄筋は、PC板本体の一
面の本体幅方向の両端部にかつ本体の長さ方向に
全長にわたつて立設されている。上記中空部形成
用のリブは、PC板本体の一面より突設しかつ本
体の長さ方向に伸びており、複数の中空部形成用
のリブを本体幅方向に間隔を置いて配置している
ものである。上記補強リブは、PC板本体の一面
より突設されており、中空部形成用のリブとは交
差している。上記端部リブは、PC板本体の長さ
方向の両端部にそれぞれ本体一面より突設されて
いる。コツターは、後打ちコンクリートと接合す
る中空部形成用のリブ及び補強リブの端面に、所
定間隔をおいてリブの伸びる方向に並設されてい
るものである。
(Means for Solving the Problems) The PC board of the present invention is equipped with assembled joint reinforcing bars, ribs for forming hollow parts, reinforcing ribs, end ribs, and cotters. The assembly joint reinforcing bars are erected at both ends of one surface of the PC board body in the width direction of the body and over the entire length in the length direction of the body. The above-mentioned ribs for forming hollow portions protrude from one side of the PC board body and extend in the length direction of the main body, and a plurality of ribs for forming hollow portions are arranged at intervals in the width direction of the main body. It is something. The reinforcing ribs protrude from one surface of the PC board body and intersect with the ribs for forming the hollow portion. The end ribs are provided at both ends of the PC board body in the length direction, respectively, so as to protrude from one surface of the body. The cotters are arranged in parallel at predetermined intervals in the direction in which the ribs extend, on the end faces of the hollow part forming ribs and the reinforcing ribs that are to be joined to the post-cast concrete.

(作用) PC板の本体と後打ちコンクリートとの打継部
において、中空部形成用のリブ及び補強リブのコ
ツターが後打ちコンクリートと接合する。PC板
は、組立接合鉄筋により隣接するPC板との接合
が図れる。
(Function) At the joint between the main body of the PC board and the post-cast concrete, the ribs for forming the hollow part and the reinforcing ribs are joined to the post-cast concrete. PC boards can be connected to adjacent PC boards using assembled joint reinforcing bars.

(実施例) 以下本考案の一実施例を床板に適用した例を第
1〜3図を参照して説明する。
(Embodiment) An example in which an embodiment of the present invention is applied to a floorboard will be described below with reference to FIGS. 1 to 3.

PC板の本体1は平面長方形状で、本体の上面
からは中空部形成用のコンクリートリブ1aを間
隔を置いて突設し、各リブ1aの本体の長さ方向
(第3図上下方向)にほぼ全長に渡つて伸び、PC
板の本体1とは一体的に形成されている。各リブ
1a内にはC字状のスターラツプ2を配筋してあ
り、下端部は本体1内に伸びており、スターラツ
プの上下両端を補強筋3,3に掛け回してある。
リブ1aの上端面にはコンクリートコツター1b
を等間隔を置いて長さ方向に連続して設けてあ
り、このコツターが後打ちコンクリートCと接合
する。第3図において、本体1上にはリブ1aと
交差する補強リブ1cを設けてあり、この補強リ
ブ1cはリブ1aと同一構成である。本体1の左
右両側上面には、隣接するPC板と接合を図るた
めの組立接合鉄筋1dを全長にわたつて立設して
ある。1eは、本体1上面の前後両端に形成され
ている端部リブである。
The main body 1 of the PC board has a planar rectangular shape, and concrete ribs 1a for forming hollow parts are protruded from the top surface of the main body at intervals, and each rib 1a extends in the length direction of the main body (vertical direction in Fig. 3). Extends almost the entire length, PC
It is formed integrally with the main body 1 of the plate. A C-shaped stirrup 2 is arranged within each rib 1a, the lower end of which extends into the main body 1, and both upper and lower ends of the stirrup are wrapped around reinforcing bars 3, 3.
The upper end surface of the rib 1a has a concrete cotter 1b.
are provided continuously in the length direction at equal intervals, and these cotters connect with post-cast concrete C. In FIG. 3, a reinforcing rib 1c is provided on the main body 1 and intersects with the rib 1a, and this reinforcing rib 1c has the same structure as the rib 1a. Assembly joint reinforcing bars 1d are erected over the entire length of the upper surface of the main body 1 on both left and right sides to connect it to adjacent PC boards. Reference numeral 1e denotes end ribs formed at both front and rear ends of the upper surface of the main body 1.

PC板の製作方法について説明すると、まずリ
ブ用型枠を地上に立設し、この型枠上にPC板本
体1用の型枠をセツトしてから、コンクリートを
打設する。他の製作方法としては、リブ型枠には
浮き型枠を使用する。この場合には本体1用の型
枠を地上にセツトし、リブ用の型枠を本体1の型
枠上方に浮かせてからコンクリートを打設する。
To explain the method of manufacturing a PC board, first, a formwork for ribs is erected on the ground, a formwork for the PC board body 1 is set on top of this formwork, and then concrete is poured. Another manufacturing method is to use floating formwork for the rib formwork. In this case, the formwork for the main body 1 is set on the ground, the formwork for the ribs is floated above the formwork for the main body 1, and then concrete is poured.

PC板の使用方法を説明する。 Explain how to use the PC board.

まず、各PC板をリブ1aを上にして順次敷設
し、ついで各PC板における隣り合うリブ間に型
枠Kをセツトし、その後型枠K上にスラブ筋4,
4aを配筋する。配筋時に、スラブ筋4はコツタ
ー1b上に載せ、コツターをスペーサとして利用
する。その後、型枠Kおよびリブ1a上に後打ち
コンクリートCを打設する。後打ちコンクリート
Cはリブ1bのコツター1b及び補強リブ1cの
コツターにより、リブ1b,1cと一体結合す
る。この結果、スラブ内にはリブ1aと後打ちコ
ンクリートCとに囲まれた中空部が形成される。
First, each PC board is laid one after another with the rib 1a facing upward, then the formwork K is set between the adjacent ribs on each PC board, and then the slab strips 4,
Reinforce 4a. At the time of reinforcing, the slab reinforcements 4 are placed on the cotters 1b, and the cotters are used as spacers. Thereafter, post-cast concrete C is poured onto the formwork K and the ribs 1a. The post-cast concrete C is integrally connected to the ribs 1b and 1c by the ribs 1b and 1c. As a result, a hollow portion surrounded by the ribs 1a and the post-cast concrete C is formed in the slab.

第3図に示すようにPC板の本体1にリブ1c
を設けることにより、PC板の脱型時および運搬
時の剛性を確保できる。
As shown in Figure 3, ribs 1c are attached to the main body 1 of the PC board.
By providing this, rigidity can be ensured during demolding and transportation of the PC board.

また第4図に示すように、コツター1b1の幅
をリブ1a1の上端面のそれより狭くして、コツ
ターと後打ちコンクリートCとの接合面積を広く
とるようにしてもよい。
Further, as shown in FIG. 4, the width of the turret 1b1 may be made narrower than that of the upper end surface of the rib 1a1 to increase the joint area between the turret and the post-cast concrete C.

勿論、PC板は例えば壁に利用してもよく、こ
の場合には例えば放送局のスタジオ等階高が高く
遮音性能が必要な部位に好適である。
Of course, the PC board may be used for walls, for example, and in this case, it is suitable for areas that have a high floor height and require sound insulation performance, such as studios of broadcasting stations.

(考案の効果) 本考案のPC板によれば、中空部形成用のリブ
の端面のコツターを設けてあり、従来のように鉄
筋が突出していないのでコテならしも簡単とな
り、しかも浮型枠を使用せず逆打ちも可能となる
ので製作が容易となり、したがつて生産性の向上
を図ることができる。そして中空部形成用のリブ
及び補強リブが後打ちスラブの配筋の支持手段と
して利用でき、スラブ配筋の保持、レベル確保お
よび配筋作業が容易となる。またPC板は一面に
中空部形成用のリブ、補強リブ及び端部リブを設
けているので強固なPC板を提供でき、さら中空
部形成用のリブ及び補強リブにコツターを設ける
と共に組立接合鉄筋を立設しているので、後打ち
コンクリートとの一体化と隣接するPC板との接
合が確実なものとなる。
(Effects of the invention) According to the PC board of the invention, a trowel is provided on the end face of the rib for forming the hollow part, and unlike in the past, the reinforcing bars do not protrude, making it easy to trowel. Since reverse punching is also possible without the use of a screw, manufacturing is facilitated, and productivity can therefore be improved. The ribs for forming the hollow portion and the reinforcing ribs can be used as means for supporting the reinforcement of the post-cast slab, making it easier to hold the slab reinforcement, ensure the level, and perform the reinforcement work. In addition, the PC board has ribs for forming hollow parts, reinforcing ribs, and end ribs on one side, so it can provide a strong PC board.In addition, the ribs for forming hollow parts and reinforcing ribs are provided with cotters, and reinforcing bars for assembly and connection. Since it is installed vertically, it is possible to ensure integration with the post-cast concrete and connection with the adjacent PC board.

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

第1図は使用状態を示すPC板の要部の断面図、
第2図は第1図の−線断面図、第3図はPC
板の断面図、第4図は他の実施例の使用状態を示
す一部切欠斜視図、第5図は従来例の断面図であ
る。 1……PC板の本体、1a,1a1……中空部
形成用のリブ、1b,1b1……コツター、1c
……補強リブ、1d……組立接合鉄筋、1e……
端部リブ、C……後打ちコンクリート。
Figure 1 is a cross-sectional view of the main parts of the PC board showing the state of use.
Figure 2 is a sectional view taken along the - line in Figure 1, Figure 3 is a PC
A sectional view of the plate, FIG. 4 is a partially cutaway perspective view showing another embodiment in use, and FIG. 5 is a sectional view of a conventional example. 1...Main body of PC board, 1a, 1a1...Rib for forming hollow part, 1b, 1b1...Cotter, 1c
...Reinforcement rib, 1d... Assembly joint reinforcing bar, 1e...
End rib, C... Post-cast concrete.

Claims (1)

【実用新案登録請求の範囲】 PC板本体の一面の本体幅方向の両端部に組立
接合鉄筋を本体の長さ方向に全長にわたつて立設
してあり、 PC板本体の一面より突設しかつ本体の長さ方
向に伸びている複数の中空部形成用のリブを本体
幅方向に間隔を置いて配置してあり、 この中空部形成用のリブとは交差するように
PC板本体の一面より補強リブを突設してあり、 PC板本体の長さ方向の両端部にそれぞれ本体
一面より端部リブを突設してあり、 後打ちコンクリートと接合する中空部形成用の
リブ及び補強リブの端面には、コツターを間隔を
おいてリブの伸びる方向に並設してある ことを特徴とするPC板。
[Claim for Utility Model Registration] At both ends of one side of the PC board body in the width direction of the body, assembly joint reinforcing bars are erected over the entire length in the length direction of the body, and protrude from one side of the PC board body. In addition, a plurality of ribs for forming a hollow part extending in the length direction of the main body are arranged at intervals in the width direction of the main body, and the ribs for forming a hollow part are arranged so as to intersect with each other.
A reinforcing rib is provided protruding from one side of the PC board body, and end ribs are provided at both longitudinal ends of the PC board body, respectively, to form a hollow part that will be joined to post-cast concrete. A PC board characterized in that on the end faces of the ribs and reinforcing ribs, cotters are arranged in parallel at intervals in the direction in which the ribs extend.
JP1985088828U 1985-06-14 1985-06-14 Expired JPH0356568Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1985088828U JPH0356568Y2 (en) 1985-06-14 1985-06-14

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1985088828U JPH0356568Y2 (en) 1985-06-14 1985-06-14

Publications (2)

Publication Number Publication Date
JPS61206007U JPS61206007U (en) 1986-12-26
JPH0356568Y2 true JPH0356568Y2 (en) 1991-12-19

Family

ID=30642338

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1985088828U Expired JPH0356568Y2 (en) 1985-06-14 1985-06-14

Country Status (1)

Country Link
JP (1) JPH0356568Y2 (en)

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS542498A (en) * 1977-06-06 1979-01-10 Kanebo Ltd Treating of fiber or fiber structure
JPS5552974U (en) * 1978-10-06 1980-04-09

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS542498A (en) * 1977-06-06 1979-01-10 Kanebo Ltd Treating of fiber or fiber structure
JPS5552974U (en) * 1978-10-06 1980-04-09

Also Published As

Publication number Publication date
JPS61206007U (en) 1986-12-26

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