JPS6012013Y2 - Embedment material for concrete slabs - Google Patents
Embedment material for concrete slabsInfo
- Publication number
- JPS6012013Y2 JPS6012013Y2 JP8605378U JP8605378U JPS6012013Y2 JP S6012013 Y2 JPS6012013 Y2 JP S6012013Y2 JP 8605378 U JP8605378 U JP 8605378U JP 8605378 U JP8605378 U JP 8605378U JP S6012013 Y2 JPS6012013 Y2 JP S6012013Y2
- Authority
- JP
- Japan
- Prior art keywords
- plate
- concrete
- embedding material
- embedding
- substrate
- 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
Links
Landscapes
- Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)
Description
【考案の詳細な説明】
この考案はコンクリートスラブの施工に用いられる埋込
材に関し、コンクリートスラブに対して取付部となる段
部が輸送時等に破損したりすることのないようにしたも
のである。[Detailed explanation of the invention] This invention is related to the embedded material used in the construction of concrete slabs, and is designed to prevent the step part that is attached to the concrete slab from being damaged during transportation. be.
近年、高層ビルの開発に伴ない、建築物の軽量化、建材
の工業製品化、輸送の低コスト化および設備配管の省力
化などが問題点として取り上げられている。In recent years, with the development of high-rise buildings, issues such as reducing the weight of buildings, industrializing building materials, lowering transportation costs, and saving labor in equipment piping have been raised.
そのため建築物の床材、天井材、壁材として構成される
鉄筋コンクリートスラブの施工方法については、それぞ
れの厚さを大にし強度を上げると共に軽量化、遮音効果
等を上げるために内部を中空化させる施工法が種々実用
化されており、具体的には中空化のためにコンクリート
内の埋込材として鉄板を中空箱にしたものや、鋼管、ス
レート管、コンクリート管を用いるほか、耐水ダンボー
ル型枠を用いる施工方法が開発されている。For this reason, the construction method for reinforced concrete slabs used as flooring, ceiling, and wall materials in buildings is to increase the thickness of each slab to increase its strength, and to make the interior hollow to reduce weight and improve sound insulation. Various construction methods have been put into practical use; specifically, hollow boxes made of iron plates are used as embedding materials in concrete for hollow construction, steel pipes, slate pipes, concrete pipes, and water-resistant cardboard forms. A construction method using
しかしながら何れの施工方法も中空化させる埋込材の製
作に手数を要する等生産性の点で欠点があり、また鉄板
による中空箱および各極管による埋込材では中空化して
もそれ自体の重量のため軽量化の点では今−歩の改良を
要し、輸送面においても難点がある。However, both construction methods have drawbacks in terms of productivity, such as the time required to manufacture the hollow embedding material.Also, hollow boxes made of iron plates and embedding materials made of electrode tubes have their own weight even if hollowed out. Therefore, further improvements are required in terms of weight reduction, and there are also difficulties in transportation.
さらに耐水ダンボールによる埋込材は耐水処理が施され
ていても素材がダンボールであるため、雨天時の施工で
は変形し易い難点があると共に取付後の雨天の際にはシ
ートカバーによる覆い作業を要し、非常に面倒であった
。Furthermore, even if water-resistant cardboard embedding materials have been treated to be water-resistant, they are still made of cardboard, so they are easily deformed when installed in the rain, and require covering with a seat cover in the event of rain after installation. And it was very troublesome.
また、このダンボールによる埋込材は耐水度合が低く吸
水し易くて、打設後のコンクリートが亀裂発生し易い欠
点もあった。In addition, this cardboard embedding material has a low degree of water resistance and easily absorbs water, which also has the disadvantage that the concrete is likely to crack after being placed.
上記した種々の埋込材のほか、これらと比べより一層軽
量な埋込材として合成樹脂の発泡体を用いてコンクリー
ト内に埋込んで使用することも種々側なわれていたが(
例えば実公昭50−2713&実公昭52−4434喀
照)、何れも発泡体の定着手段としてスラブ施工に要す
る安定性および簡易性に欠けるものであった。In addition to the various embedding materials mentioned above, various attempts have been made to use synthetic resin foam as a lighter embedding material by embedding it in concrete (
For example, see Japanese Utility Model Publication No. 50-2713 & Utility Model Publication No. 52-4434), both of which lacked the stability and simplicity required for slab construction as means for fixing foam.
そのため、上記した各埋込材使用による従来の施工法に
比べ、施工の簡易性、軽量化および断面性能(断面強度
)ならびに遮音性能の増進をはかれる優れた施工法とし
て、合成樹脂の発泡成形品からなる埋込材をコンクリー
ト基板が未だ固化せざる養生過程中において配設すると
共に係止具を用いて埋込材をコンクリート基板に定着さ
せ、コンクリート基板の固化によって一部がコンクリー
ト内に埋設された係止具を介して埋込材をコンクリート
基板と連結固定する埋込材の取付施工法を既に開発する
と共に提案している。Therefore, compared to the conventional construction methods using each of the above-mentioned embedding materials, synthetic resin foam molding is an excellent construction method that facilitates construction, reduces weight, and improves cross-sectional performance (cross-sectional strength) and sound insulation performance. The embedding material consisting of is placed during the curing process when the concrete substrate has not yet solidified, and the embedding material is fixed to the concrete substrate using a locking tool, and as the concrete substrate hardens, a part of the embedding material is embedded in the concrete. We have already developed and proposed an installation method for embedding materials that connects and secures the embedding material to the concrete substrate via locking tools.
このような施工に用いられる発泡成形品からなる埋込材
としては、係止具を突き刺し易いように、周辺部外方に
第1図のごとく段部2を突出形成した埋込材1の使用を
試みたが、この埋込材1の場合、埋込材1の輸送時等に
外部へ出張っている上記段部2が破損したりする欠点が
生じ、実用性を損なうおそれがあった。As an embedding material made of a foamed molded product used in such construction, an embedding material 1 is used, which has a step 2 protruding outward from the periphery as shown in Fig. 1 so that the locking tool can be easily pierced. However, in the case of this embedding material 1, the above-mentioned stepped portion 2 protruding to the outside may be damaged during transportation of the embedding material 1, which may impair its practicality.
そこで、この考案にあっては、上記のごとき埋込材1に
おける段部2のごとき欠点を解消して、先に説明した埋
込材の取付施工上非常に実用的なものを提供できるよう
にしたものであり、その構成は硬質発泡体にて形成され
た板状体には、該板状体をコンクリート基板に固定する
ための係止具使用個所としての段部を、周辺部から内方
へと板状体の一部を欠除して複数形成してなることを特
徴としている。Therefore, in this invention, the disadvantages such as the step part 2 in the above-mentioned embedding material 1 are eliminated, and it is possible to provide a very practical installation work for the embedding material described above. The structure is such that a plate-like body made of a rigid foam has a stepped portion extending inward from the periphery where a locking device is used to fix the plate-like body to a concrete substrate. It is characterized by forming a plurality of plate-like bodies by removing a part of them.
次いで、この考案の実施態様について図を参照しながら
以下に例示する。Next, embodiments of this invention will be illustrated below with reference to the drawings.
10はポリスチレン発泡体等の硬質発泡体にて形成され
た埋込材となる板状体、20は板状体10をコンクリー
ト基板に固定するための係止具50使用個所として板状
体10の周辺部30から内方へ一部を欠除して形成した
段部であり、該段部20の欠除部分は板状体10の上方
から肉厚途中までであり、周辺部30の適宜位置に複数
を形成している。Reference numeral 10 denotes a plate-shaped body formed of a hard foam such as polystyrene foam, which serves as an embedding material, and 20 indicates a part of the plate-shaped body 10 where a locking tool 50 is used for fixing the plate-shaped body 10 to a concrete substrate. This is a step formed by cutting out a part inward from the peripheral part 30, and the removed part of the step 20 is from the upper part of the plate-shaped body 10 to the middle of the wall thickness, and is located at an appropriate position in the peripheral part 30. It forms a plurality.
なお、上記段部20の形成は成形加工にて同時に形成さ
れる場合、または成形加工後の切除加工による場合の何
れでも可能であるが、前者の方が製造的手数を多く要し
ない点でも有利であり、何れも形状は図のものに限定さ
れない。Note that the step portion 20 can be formed either simultaneously during molding or by cutting after molding, but the former is advantageous in that it does not require as much manufacturing effort. The shapes are not limited to those shown in the figures.
さらに、板状体10は内部が充実された形状のものでも
よいが、素材節約のための肉盗みと施工上の軽量化を促
進するためにも底面側に空間40を形成したものが適し
ている。Furthermore, the plate-like body 10 may have a shape with a solid interior, but it is suitable to have a space 40 formed on the bottom side in order to save material and promote lightweight construction. There is.
なお、上記したこの考案による埋込材となる板状体10
としては、ポリスチレン発泡体のほか、種々の硬質発泡
体を使用することができる。In addition, the plate-shaped body 10 which becomes the embedding material according to the above-mentioned invention
In addition to polystyrene foam, various rigid foams can be used.
上記のごとき構成を有する、この考案の埋込材はコンク
リートスラブ用基板に対し取付施工されるもので、その
−例の概要を述べると、先ず型枠A内にスラブ下部層の
コンクリート基板Cとなるよう所要厚にコンクリートと
流し込んで打設しておき、コンクリート基板Cが未だ固
化せざる養生過程中において、埋込材となるこの考案の
発泡成形品からなる板状体10を配設すると共に板状体
10に有する段部20に対し、係止具50を用い、突き
刺し作用等にてコンクリート基板Cに板状体10を定着
させる(第3図および第4図参照)。The embedding material of this invention, which has the above-mentioned configuration, is installed on a concrete slab substrate.To give an overview of the example, first, the concrete substrate C of the lower layer of the slab is placed in the formwork A. The concrete is poured to the required thickness and placed, and during the curing process when the concrete substrate C has not yet solidified, the plate-shaped body 10 made of the foam molded product of this invention is placed as an embedding material. The plate-like body 10 is fixed to the concrete substrate C by using a locking tool 50 on the stepped portion 20 of the plate-like body 10 by a piercing action or the like (see FIGS. 3 and 4).
そしてコンクリート基板Cの固化によって板状体10か
らなる埋込材をコンクリート基板Cに取付固定できる。Then, by solidifying the concrete substrate C, the embedding material made of the plate-shaped body 10 can be attached and fixed to the concrete substrate C.
なお、上記に用いられる係止具50としては種々の構造
、形式のものがあり、第3図(第4図)に使用した第5
図のごとく切込み51と折曲部52にて略直角に折曲し
た片部53,54の下部に突き刺し部55、上部に押さ
え片56とを有するような場合、片部53,54にて二
方向の力に対し対抗力を生じる。The locking tool 50 used above has various structures and types, and the locking tool 50 used in FIG. 3 (FIG. 4)
As shown in the figure, when the piece parts 53 and 54 are bent at a substantially right angle at the notch 51 and the bending part 52, and have a piercing part 55 at the lower part and a holding piece 56 at the upper part, the piece parts 53 and 54 have two parts. Generates a counterforce to the force in the direction.
例えばコンクリート基板Cの養生時には、長尺のシート
を一端側から掛は覆うのであるが、このときシートが埋
込材を引きする欠点があるのを上記対抗力にて一方向へ
の引きずり作用を阻止するし、コンクリート基板Cの固
化後に作業者がのって蹴ったりされることがあるも、上
記対抗力にて埋込材のずれるのを防止できるものである
。For example, when curing concrete substrate C, a long sheet is covered from one end, but at this time, the sheet has the drawback of pulling the embedded material, so the above-mentioned counterforce is used to prevent the sheet from dragging in one direction. Even if a worker may step on the concrete substrate C and kick it after the concrete substrate C has solidified, the counterforce described above can prevent the embedded material from shifting.
そのほか、例えば第6図のごとく使用する第7図のよう
な係止具50a1さらには第8図および第9図の係止具
50b、50c等があり、何れの場合にも上方から突き
刺せるものが適し、特に図のごとく孔、溝等の凹部57
および爪、鉤状部、切出し等の凸部58を設けてコンク
リート基板Cに対する埋込材の定着作用を一層強化でき
るものが好ましいが、突き刺しセットできるものであれ
ば、上記の係止具に限定されず種々使用できる。In addition, there are locking tools 50a1 shown in FIG. 7 used as shown in FIG. 6, and locking tools 50b and 50c shown in FIGS. is suitable, especially for recesses 57 such as holes and grooves as shown in the figure.
It is preferable that the fixing effect of the embedded material to the concrete substrate C can be further strengthened by providing a convex part 58 such as a claw, a hook-shaped part, or a cut-out part. It can be used in various ways.
なお、この考案の埋込材となる板状体10の使用状態を
示す第3図のうちBはコンクリート基板C上に立設した
鉄筋、仮想線によるC′はコンクリートスラブ施工時に
打設するスラブ上部層側のコンクリートである。Furthermore, in Fig. 3 showing the state of use of the plate-shaped body 10 which is the embedded material of this invention, B indicates the reinforcing bars installed upright on the concrete substrate C, and the imaginary line C' indicates the slab to be cast during concrete slab construction. This is the concrete on the upper layer side.
上記のごとく板状体10はコンクリートスラブ用基板に
取付施工される埋込材として使用され、しかもこの考案
の場合には埋込材となる硬質発泡体にて形成された板状
体10はその段部20が周辺部30から外方へ出張って
形成されておらず、周辺部30から内方へ一部を欠除し
て形成したものゆえ、輸送等の取扱い時にも段部20は
凹んだ態様ゆえ、他物に当ったり、段部同士が当ったり
することもな(なるので、破損等の発生のおそれがなく
、また係止具を段部20に突き刺し使用した場合にも係
止具をできるだけ出張らぬ取付態様にすることができる
等種々の優れた実用的効果を奏し、コンクリートスラブ
用基板に対する埋込材の取付施工の向上をはかれること
になる。As mentioned above, the plate-like body 10 is used as an embedding material attached to a substrate for a concrete slab, and in the case of this invention, the plate-like body 10 formed of a hard foam as the embedding material is used as an embedding material. Since the stepped portion 20 is not formed by protruding outward from the peripheral portion 30, but is formed by cutting a portion inward from the peripheral portion 30, the stepped portion 20 is recessed during handling such as transportation. Because of the shape, there is no chance of the locking device hitting other objects or hitting each other (therefore, there is no risk of damage etc., and even if the locking tool is inserted into the stepped portion 20 and used). This provides various excellent practical effects such as being able to install the embedded material with as little protrusion as possible, and improves the installation work of the embedded material to the concrete slab substrate.
第1図は従来の埋込材を示す一部の切断斜視図、第2図
はこの考案による実施態様を示す斜視図、第3図は使用
時の断面図、第4図は一部の斜視図、第5図は埋込材の
取付けに使用する係止具の斜視図、第6図は別な係止具
を用いた一部の斜視図、第7図は前回に用いた係止具の
斜視図、第8図および第9図は係止具の他側を示す斜視
図である。
10・・・・・・埋込材となる板状体、20・・・・・
・段部、30・・・・・・周辺部、40・・・・・・空
間、50・・・・・・5゜ag 50 bg 50
c・・・・・・係止具。Fig. 1 is a partially cutaway perspective view showing a conventional implant, Fig. 2 is a perspective view showing an embodiment of this invention, Fig. 3 is a sectional view in use, and Fig. 4 is a partially perspective view. Figure 5 is a perspective view of the locking tool used to attach the implant, Figure 6 is a perspective view of a part using a different locking tool, and Figure 7 is the locking tool used previously. FIGS. 8 and 9 are perspective views showing the other side of the locking device. 10...Plate-shaped body serving as an embedding material, 20...
・Stepped part, 30...Peripheral part, 40...Space, 50...5°ag 50 bg 50
c...Locking tool.
Claims (1)
コンクリート基板に固定するための係止具使用個所とし
ての段部を、周辺部から内方へと板状体の一部を欠除し
て複数形成してなることを特徴とするコンクリートスラ
ブ用埋込材。 2 板状体には底面側に空間を設けてなる上記実用新案
登録請求の範囲第1項記載のコンクリ−トスラブ用埋込
材。 3 板状体がポリスチレン発泡体にて形成されている上
記実用新案登録請求の範囲第1項記載のコンクリートス
ラブ用埋込材。[Claims for Utility Model Registration] 1. A plate-like body made of a rigid foam has a stepped part that is used as a locking tool for fixing the plate-like body to a concrete substrate, from the periphery to the inside. An embedding material for concrete slabs, characterized in that it is formed by forming a plurality of plate-like bodies by cutting out a part of them in one direction. 2. The concrete slab embedding material according to claim 1 of the above-mentioned utility model registration, wherein the plate-shaped body has a space provided on the bottom side. 3. The concrete slab embedding material according to claim 1 of the above-mentioned utility model registration, wherein the plate-like body is formed of polystyrene foam.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP8605378U JPS6012013Y2 (en) | 1978-06-21 | 1978-06-21 | Embedment material for concrete slabs |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP8605378U JPS6012013Y2 (en) | 1978-06-21 | 1978-06-21 | Embedment material for concrete slabs |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS552989U JPS552989U (en) | 1980-01-10 |
| JPS6012013Y2 true JPS6012013Y2 (en) | 1985-04-19 |
Family
ID=29010277
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP8605378U Expired JPS6012013Y2 (en) | 1978-06-21 | 1978-06-21 | Embedment material for concrete slabs |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS6012013Y2 (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS6117652A (en) * | 1984-06-30 | 1986-01-25 | 積水化成品工業株式会社 | Construction of concrete slab |
-
1978
- 1978-06-21 JP JP8605378U patent/JPS6012013Y2/en not_active Expired
Also Published As
| Publication number | Publication date |
|---|---|
| JPS552989U (en) | 1980-01-10 |
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