JP4866271B2 - Drainage forming mold and joint material - Google Patents

Drainage forming mold and joint material Download PDF

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JP4866271B2
JP4866271B2 JP2007061600A JP2007061600A JP4866271B2 JP 4866271 B2 JP4866271 B2 JP 4866271B2 JP 2007061600 A JP2007061600 A JP 2007061600A JP 2007061600 A JP2007061600 A JP 2007061600A JP 4866271 B2 JP4866271 B2 JP 4866271B2
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groove
drainage
concrete
drainage groove
joint material
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JP2008223298A (en
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恒雄 森山
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タイリック株式会社
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本発明は、建物の屋上の防水保護コンクリート仕上げに際し、排水溝を成形する場合に使用される排水溝成形型枠兼目地材に関する。   TECHNICAL FIELD The present invention relates to a drainage groove forming mold and joint material used for forming a drainage groove when finishing waterproof protective concrete on the roof of a building.

建物の屋上の防水保護コンクリート仕上げに際し、排水溝を成形する場合、排水溝の両溝壁を形成する合板等で形成された2枚の溝壁用パネルと、2枚の溝壁用パネル間に介在され、2枚の溝壁用合板パネルを溝内側から支持する合板等で形成された支持パネルとからなる型枠が使用される。   When finishing the waterproof protective concrete on the roof of the building, when forming the drainage groove, between the two groove wall panels formed of plywood etc. that form both groove walls of the drainage groove and the two groove wall panels A formwork is used, which is composed of a support panel formed of a plywood or the like that is interposed and supports two plywood panels for groove walls from the inside of the groove.

この型枠の構築にあっては、屋上のスラブに積層された防水層の上に、間に支持パネルを介在させて2枚の溝壁用パネルを対向させて配置し、モルタル等で固定して構築する。この後、防水保護コンクリートを打設する防水層の上に、2枚の溝壁用パネルの外側に2枚の溝壁用パネルから所定寸法離して防水保護コンクリートの伸縮を吸収するための伸縮目地(ボーダー目地)を配置し、また、断熱材を適宜配置し、コンクリートを打設する。   In the construction of this formwork, two groove wall panels are placed facing each other with a support panel between them on a waterproof layer laminated on the roof slab, and fixed with mortar or the like. And build. After this, on the waterproof layer on which the waterproof protective concrete is placed, the expansion joints for absorbing the expansion and contraction of the waterproof protective concrete by separating the predetermined distance from the two groove wall panels on the outside of the two groove wall panels (Border joints) are placed, and heat insulating materials are placed as appropriate, and concrete is placed.

コンクリートが固化したら型枠を解体し、支持パネルと溝壁用パネルを撤去し、また、溝内に残された支持パネルと溝壁用パネルを固定していたモルタル塊を取り除き、溝内を清掃すると共に、成形された溝の溝壁面を仕上げ補修する。溝底にはモルタルの伸縮を吸収する目地を配置し、モルタルで水勾配に合わせて溝底を仕上げる。このようにして、防水保護コンクリート仕上げした屋上に排水溝が成形される(例えば、特許文献1参照。)。
特開平10−317610号公報
When the concrete is solidified, the formwork is dismantled, the support panel and the groove wall panel are removed, and the mortar block that has secured the support panel and the groove wall panel remaining in the groove is removed, and the inside of the groove is cleaned. At the same time, finish and repair the groove wall surface of the formed groove. A joint that absorbs the expansion and contraction of the mortar is placed at the bottom of the groove, and the groove bottom is finished with a mortar according to the water gradient. In this manner, a drainage groove is formed on the rooftop finished with waterproof protective concrete (see, for example, Patent Document 1).
Japanese Patent Laid-Open No. 10-317610

上記のように、従来行われている建物の屋上の防水保護コンクリート仕上げをする際の排水溝の成形にあっては、コンクリート打設後、溝壁用パネルと支持パネルとからなる型枠を解体して撤去し、溝内に残されたモルタル塊を取り除き、溝内を清掃するといった煩わしい作業工程があり、また、型枠が合成樹脂板で形成されている場合は、解体後の廃材処理に問題を残している。また、型枠撤去後の排水溝の底部は、モルタルで水勾配に合わせて仕上げられるが、防水保護コンクリート仕上げと排水溝底のモルタル仕上げは別工程で行われるため、作業が面倒であるといった問題がある。また、排水溝を成形するためには、型枠大工、左官業者、特殊ではあるがシール業者等、多数の業者が関わることになり煩雑になるといった問題がある。   As mentioned above, in the case of forming a drainage ditch when performing waterproofing protection concrete finishing on the roof of a building as has been done in the past, after casting the concrete, dismantle the formwork consisting of the groove wall panel and the support panel There is a cumbersome work process such as removing the mortar lump remaining in the groove and cleaning the inside of the groove, and if the formwork is formed of a synthetic resin plate, Leaving a problem. In addition, the bottom of the drainage ditch after the formwork removal is finished with a mortar according to the water gradient, but the waterproof protective concrete finish and the mortar finish of the drainage ditch bottom are done in separate processes, so the work is troublesome There is. Further, in order to form the drainage groove, there is a problem that it becomes complicated because a large number of contractors such as a mold carpenter, a plasterer, and a special sealer are involved.

本発明の目的は、建物の屋上の防水保護コンクリート仕上げをする際の排水溝の成形作業を、防水保護コンクリート打設時に、同材料で排水溝をも同時に成形できるようにした排水溝成形型枠兼目地材を提供することにある。   The purpose of the present invention is to form a drainage ditch for forming a drainage ditch when finishing a waterproof protective concrete on the roof of a building. The purpose is to provide joint joint material.

上記の目的を達成するために請求項1に記載の発明は、建物の屋上の防水保護コンクリート仕上げをする際に排水溝を成形するために使用される排水溝成形型枠兼目地材であって、弾性素材で形成された板状部に上端側から弾力性を備えた硬質素材で形成されたキャップ部が被着されてなり、防水保護コンクリート打設面に応じた高さを有する溝壁部材と、排水溝の溝幅に応じた横長寸法と溝底の水勾配に応じた縦長寸法を有する、対向する溝壁部材の間に介装される弾性素材とで形成された複数のレベル出し部材とからなることを特徴とする。   In order to achieve the above object, the invention according to claim 1 is a drainage groove forming mold and joint material used for forming a drainage groove when waterproofing concrete finish on the roof of a building. A grooved wall member having a height corresponding to the waterproofing concrete placing surface, wherein a cap part made of a hard material having elasticity is attached to the plate-like part made of an elastic material from the upper end side And a plurality of leveling members formed by an elastic material interposed between opposing groove wall members, having a horizontally long dimension corresponding to the groove width of the drainage groove and a vertically long dimension corresponding to the water gradient of the groove bottom It is characterized by the following.

請求項1に記載の排水溝成形型枠兼目地材によれば、建物の屋上の防水保護コンクリート仕上げに際し、排水溝を成形する場合、屋上のスラブに積層された防水層の上に、間にレベル出し部材を介在させて溝壁部材を対向させて配置し、レベル出し部材及び溝壁部材を防水層に接着剤等で固定することにより排水溝成形型枠を構築することができる。   According to the drainage groove forming formwork and joint material according to claim 1, when forming the drainage groove when finishing the waterproof protective concrete on the roof of the building, on the waterproof layer laminated on the roof slab, A drainage groove forming mold can be constructed by arranging the leveling member and the groove wall member facing each other and fixing the leveling member and the groove wall member to the waterproof layer with an adhesive or the like.

そして、排水溝成形型枠を構築するレベル出し部材及び溝壁部材は、いずれも弾性素材で形成されているので、コンクリートの膨張・収縮を吸収する目地となり、防水保護用のコンクリートの打設後、排水溝成形型枠を構築するレベル出し部材及び溝壁部材を撤去する必要が無く、防水保護用のコンクリートの打設と同時に排水溝成形型枠内にもコンクリートを打設して溝底を仕上げ、排水溝を成形することができる。   And since the leveling member and the groove wall member that construct the drainage groove forming form are both made of an elastic material, it becomes a joint that absorbs the expansion and contraction of the concrete, and after placing the concrete for waterproof protection It is not necessary to remove the leveling member and the groove wall member for constructing the drainage groove forming formwork, and at the same time as placing the concrete for waterproofing protection, the concrete is also placed in the drainage groove forming formwork to form the groove bottom. Finish and drainage can be formed.

このように、建物の屋上の防水保護コンクリート仕上げする際の排水溝の成形工程を少なくすることができ、排水溝の成形作業が容易となり、また、従来のような型枠の解体後の廃材処理といった問題も無い。また、排水溝の成形とは別作業として従来行われていた排水溝の周囲の防水保護コンクリートの膨張・収縮を吸収するための目地材を別途配置する作業が無くなり、また、排水溝の成形に関わる業者も少なくて済むことから、建物の屋上の防水保護コンクリート仕上げ作業が容易に行えるものとなる。   In this way, it is possible to reduce the drain groove forming process when finishing the waterproof protective concrete on the roof of the building, facilitating the drain groove forming operation, and the waste material treatment after dismantling of the conventional formwork There is no problem. In addition, there is no need to separately place joint materials to absorb the expansion / shrinkage of the waterproof protective concrete around the drainage groove, which was conventionally done as a separate work from the drainage groove molding. Since there are few contractors involved, waterproofing concrete finishing work on the roof of the building can be easily performed.

さらには、排水溝の溝底をコンクリートで仕上げられるので、従来の溝底がモルタルで仕上げられていた排水溝に比べ耐久性のある排水溝を得ることができる。   Furthermore, since the groove bottom of the drainage groove can be finished with concrete, a durable drainage groove can be obtained as compared with the drainage groove where the conventional groove bottom is finished with mortar.

以下、本発明に係る排水溝成形型枠兼目地材を実施するための最良の形態を説明する。図1は本発明に係る排水溝成形型枠兼目地材の実施の一例を示す正面図、図2は本例の溝壁部材を示す斜視図、図3は本例のレベル出し部材を示す斜視図、図4は水勾配に応じた高さに形成された複数のレベル出し部材を示す側面図である。   Hereinafter, the best mode for carrying out the drain groove forming mold and joint material according to the present invention will be described. FIG. 1 is a front view showing an example of an embodiment of a drain groove forming mold and joint material according to the present invention, FIG. 2 is a perspective view showing a groove wall member of this example, and FIG. 3 is a perspective view showing a leveling member of this example. FIG. 4 and FIG. 4 are side views showing a plurality of leveling members formed at a height corresponding to the water gradient.

本例の排水溝成形型枠兼目地材1は、排水溝の溝壁を形成する溝壁部材2と排水溝の溝底を所定の水勾配に仕上げるためのレベル出し部材3とにより構成されている。   The drainage groove forming mold and joint material 1 of this example is composed of a groove wall member 2 that forms the groove wall of the drainage groove and a leveling member 3 for finishing the groove bottom of the drainage groove to a predetermined water gradient. Yes.

前記溝壁部材2は、弾性素材で形成された板状部4に、その上端側から弾力性を備えた硬質素材で形成されたキャップ部5が被着されたものからなる。前記板状部4を形成する弾性素材としては、発泡ポリエチレン、発泡スチロールの如き合成樹脂の発泡体等が使用されるが、これに限られるものではない。また、キャップ部5を形成する弾力性を備えた硬質素材としては、ポリプロピレンや合成ゴム等が使用されるが、これに限られるものではない。   The groove wall member 2 is composed of a plate-like portion 4 made of an elastic material and a cap portion 5 made of a hard material having elasticity from the upper end side. As the elastic material for forming the plate-like portion 4, a foam of synthetic resin such as foamed polyethylene or polystyrene is used, but is not limited thereto. Moreover, as a hard material provided with the elasticity which forms the cap part 5, a polypropylene, a synthetic rubber, etc. are used, However, It is not restricted to this.

前記板状部4にあっては、下部に板状部4を後述する防水層へ安定良く固定するための台座部6を有している。本例では、板状部4と台座部6が別体となっており、台座部6は発泡スチロールの如き合成樹脂の発泡体等の弾性素材で形成されている。そして、台座部6の上面に嵌合溝7が形成されており、この嵌合溝7に板状部4の下端が装着されている。   The plate-like portion 4 has a pedestal portion 6 for stably fixing the plate-like portion 4 to a waterproof layer described later at the lower part. In this example, the plate-like portion 4 and the pedestal portion 6 are separated from each other, and the pedestal portion 6 is formed of an elastic material such as a synthetic resin foam such as polystyrene foam. And the fitting groove 7 is formed in the upper surface of the base part 6, and the lower end of the plate-shaped part 4 is mounted | worn in this fitting groove 7. FIG.

前記キャップ部5にあっては、断面略下向きコ字状を呈し、両側板5a,5bの開口側端部が、後述する打設したコンクリートに埋設される長さに形成されており、そして、前記両側板5a,5bのコンクリートに埋設される部位にはコンクリートと一体化するアンカー8,9が突設されている。特に、排水溝の外側に位置することになるキャップ部5の側板5bに突設されているアンカー9は、キャップ部5の側板5bと打設したコンクリートとを接着するブチルゴム(図示せず)を保持する保持台を兼ねている。   The cap portion 5 has a substantially U-shaped cross section, and the opening side end portions of the side plates 5a and 5b are formed to have a length embedded in the concrete to be placed, which will be described later. Anchors 8 and 9 that are integrated with the concrete project from the portions of the side plates 5a and 5b that are buried in the concrete. In particular, the anchor 9 protruding from the side plate 5b of the cap part 5 that is located outside the drainage groove is made of butyl rubber (not shown) that bonds the side plate 5b of the cap part 5 and the placed concrete. It also serves as a holding stand for holding.

前記レベル出し部材3は、対向する溝壁部材2の間に介装されるものであって、成形する排水溝の溝幅に応じた横長寸法と溝底の水勾配に応じた縦長寸法を有する複数のものからなる(図4参照)。本例では、排水溝の長さ方向中央部が頂部となる溝底のレベラーとして使用されるレベル出し部材3が示されている。   The leveling member 3 is interposed between the opposing groove wall members 2 and has a horizontally long dimension corresponding to the groove width of the drainage groove to be formed and a vertically long dimension corresponding to the water gradient of the groove bottom. It consists of a plurality of items (see FIG. 4). In the present example, a leveling member 3 used as a leveler at the bottom of the groove having a central portion in the lengthwise direction of the drainage groove is shown.

このレベル出し部材3は、前記板状部4と同様に、発泡ポリエチレン、発泡スチロールの如き合成樹脂の発泡体等の弾性素材で形成されている。   The leveling member 3 is formed of an elastic material such as a foam of a synthetic resin such as foamed polyethylene or styrofoam, like the plate-like portion 4.

次に、上記のように構成された排水溝成形型枠兼目地材1を使用し、建物の屋上の防水保護コンクリート仕上げを行う際に排水溝を成形する場合について説明する。   Next, the case where the drainage groove is formed when the drainage groove forming mold and joint material 1 configured as described above is used to perform waterproofing protection concrete finishing on the roof of the building will be described.

先ず、屋上のスラブ10に積層された防水層11に、排水溝を成型するための溝壁部材2を溝幅に応じて対向させて固定する位置を墨出しし、墨出しした位置に溝壁部材2を配置し、接着剤で防水層11に固定する。そして、固定した対向する溝壁部材2の間には、溝底の水勾配Lに応じた縦長寸法を有するレベル出し部材3を、溝底の水勾配Lに沿って所定の間隔を空けて介装し、接着剤で防水層11に固定し、防水層11上に排水溝成形型枠12を構築する(図5)。13は防水層11上に配置した断熱材である。   First, in the waterproof layer 11 laminated on the roof slab 10, the position where the groove wall member 2 for forming the drainage groove is opposed and fixed according to the groove width is marked, and the groove wall is marked at the marked position. The member 2 is arrange | positioned and it fixes to the waterproof layer 11 with an adhesive agent. A leveling member 3 having a vertically long dimension corresponding to the water gradient L at the groove bottom is interposed between the fixed opposing groove wall members 2 at a predetermined interval along the water gradient L at the groove bottom. It is mounted and fixed to the waterproof layer 11 with an adhesive, and the drainage groove mold 12 is constructed on the waterproof layer 11 (FIG. 5). Reference numeral 13 denotes a heat insulating material disposed on the waterproof layer 11.

このようにしてスラブ10に積層された防水層11に排水溝成形型枠兼目地材1で排水溝成形型枠12を構築したら、コンクリート14を打設し、防水層11の上に防水保護コンクリート仕上げをし、同時に対向する溝壁部材2の間にコンクリート14を打設し、レベル出し部材3によりレベルを出して溝底仕上げをする。このようにすることにより、防水保護コンクリート仕上げした建物の屋上に排水溝15が成形される(図6)。   When the drainage groove forming mold 12 is constructed with the drainage groove forming mold and joint material 1 on the waterproof layer 11 laminated on the slab 10 in this way, concrete 14 is placed and the waterproof protective concrete is placed on the waterproof layer 11. At the same time, concrete 14 is placed between the groove wall members 2 facing each other, and the level is raised by the leveling member 3 to finish the groove bottom. By doing in this way, the drainage groove | channel 15 is shape | molded on the rooftop of the building finished with waterproof protection concrete (FIG. 6).

このように、排水溝成形型枠兼目地材1を使用した排水溝15の成形では、前記排水溝成形型枠12を構築する排水溝成形型枠兼目地材1を構成する溝壁部材2となる板状部4、台座部6は弾性素材で、キャップ部5は弾力性を備えた硬質素材で形成され、またレベル出し部材3も弾性素材で形成されているので、これらは全てコンクリート14の膨張・収縮を吸収する目地となり、コンクリート15の打設後、排水溝成形型枠12を構築する排水溝成形型枠兼目地材1、即ち、溝壁部材2及びレベル出し部材3を撤去する必要が無く、コンクリート14の打設と同時に排水溝成形型枠内にもコンクリートを打設して溝底を仕上げ、排水溝15を成形することができる。   Thus, in the formation of the drainage groove 15 using the drainage groove forming mold and joint material 1, the groove wall member 2 constituting the drainage groove forming mold and joint material 1 for constructing the drainage groove forming mold 12 and The plate-like portion 4 and the pedestal portion 6 are made of an elastic material, the cap portion 5 is made of a hard material having elasticity, and the leveling member 3 is also made of an elastic material. It is necessary to remove the drainage groove forming mold and joint material 1, that is, the groove wall member 2 and the leveling member 3 to construct the drainage groove forming mold 12 after placing the concrete 15, as a joint that absorbs expansion and contraction. However, the concrete can be cast in the drain groove forming mold at the same time as the concrete 14 is cast to finish the groove bottom, and the drain groove 15 can be formed.

従って、建物の屋上の防水保護コンクリート仕上げする際の排水溝15の成形工程を少なくすることができ、排水溝15の成形作業が容易となり、また、従来のような型枠の解体後の廃材処理といった問題も無くなる。また、排水溝15の成形とは別作業として従来行われていた防水保護コンクリートの膨張・収縮を吸収するための目地材を配置する作業が無くなり、また、排水溝15を成形に関わる業者も少なくて済むことから、建物の屋上の防水保護コンクリート仕上げ作業が容易に行えるものとなる。   Therefore, it is possible to reduce the number of steps of forming the drainage groove 15 when finishing the waterproof protective concrete on the roof of the building, facilitating the molding operation of the drainage groove 15, and treating the waste material after dismantling of the conventional formwork. Such a problem disappears. In addition, there is no work for arranging joint materials for absorbing the expansion and contraction of waterproof protective concrete, which has been conventionally performed as a separate work from the formation of the drainage groove 15, and there are few contractors involved in the formation of the drainage groove 15. Therefore, it is possible to easily perform the waterproof protective concrete finishing work on the roof of the building.

さらには、排水溝15の溝底をコンクリートで仕上げられるので、従来の溝底がモルタルで仕上げられていた排水溝に比べ耐久性のある排水溝15を得ることができる。   Furthermore, since the groove bottom of the drainage groove 15 is finished with concrete, the drainage groove 15 having durability can be obtained as compared with the drainage groove where the conventional groove bottom is finished with mortar.

本発明に係る排水溝成形型枠兼目地材の実施の一例を示す正面図。BRIEF DESCRIPTION OF THE DRAWINGS The front view which shows an example of implementation of the drain ditch shaping | molding formwork and joint material which concerns on this invention. 本例の溝壁部材を示す斜視図。The perspective view which shows the groove wall member of this example. 本例のレベル出し部材を示す斜視図。The perspective view which shows the leveling member of this example. 水勾配に応じた高さに形成された複数のレベル出し部材を示す側面図。The side view which shows the several leveling member formed in the height according to a water gradient. 本発明に係る排水溝成形型枠兼目地材を使用して、建物の屋上の防水保護コンクリート仕上げする際に排水溝を成形する工程を示す説明図。Explanatory drawing which shows the process of shape | molding a drainage groove, when using the drainage groove molding formwork and joint material which concerns on this invention, and finishing waterproof protection concrete on the roof of a building. 本発明に係る排水溝成形型枠兼目地材を使用して、建物の屋上の防水保護コンクリート仕上げする際に排水溝を成形する工程を示す説明図。Explanatory drawing which shows the process of shape | molding a drainage groove, when using the drainage groove molding formwork and joint material which concerns on this invention, and finishing waterproof protection concrete on the roof of a building.

符号の説明Explanation of symbols

1 排水溝成形型枠兼目地材
2 溝壁部材
3 レベル出し部材
4 板状部
5 キャップ部
5a,5b 側板
6 台座部
7 嵌合溝
8,9 アンカー
10 スラブ
11 防水層
12 排水溝成形型枠
13 断熱材
14 コンクリート
15 排水溝
DESCRIPTION OF SYMBOLS 1 Drain groove forming mold and joint material 2 Groove wall member 3 Leveling member 4 Plate-shaped part 5 Cap part 5a, 5b Side plate 6 Base part 7 Fitting groove 8, 9 Anchor 10 Slab 11 Waterproof layer 12 Drain groove forming mold 13 Thermal insulation material 14 Concrete 15 Drainage channel

Claims (1)

建物の屋上の防水保護コンクリート仕上げする際に排水溝を成形するために使用される排水溝成形型枠兼目地材であって、弾性素材で形成された板状部に上端側から弾力性を備えた硬質素材で形成されたキャップ部が被着されてなり、防水保護コンクリート打設面に応じた高さを有する溝壁部材と、排水溝の溝幅に応じた横長寸法と溝底の水勾配に応じた縦長寸法を有する、対向する溝壁部材の間に介装される弾性素材とで形成された複数のレベル出し部材とからなることを特徴とする排水溝成形型枠兼目地材。   Drain groove forming formwork and joint material used to form drainage grooves when finishing waterproof protective concrete on the roof of a building, with elasticity from the top side to a plate-shaped part formed of elastic material A grooved wall member having a height corresponding to the waterproofing concrete placing surface, a laterally long dimension corresponding to the groove width of the drainage groove, and a water gradient at the groove bottom. A drainage groove forming formwork and joint material comprising a plurality of leveling members formed of an elastic material interposed between opposing groove wall members having a vertically long dimension according to the above.
JP2007061600A 2007-03-12 2007-03-12 Drainage forming mold and joint material Expired - Fee Related JP4866271B2 (en)

Priority Applications (1)

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JP2007061600A JP4866271B2 (en) 2007-03-12 2007-03-12 Drainage forming mold and joint material

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2007061600A JP4866271B2 (en) 2007-03-12 2007-03-12 Drainage forming mold and joint material

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JP2008223298A JP2008223298A (en) 2008-09-25
JP4866271B2 true JP4866271B2 (en) 2012-02-01

Family

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Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP6008586B2 (en) * 2012-05-29 2016-10-19 ドラーフタイト工業株式会社 Drainage structure built on slab

Family Cites Families (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS60233264A (en) * 1984-05-02 1985-11-19 長田 秀晴 Formation of embossed pattern
JPH06299594A (en) * 1993-04-12 1994-10-25 Teruo Hatori Gutter with universal slope available for permeation and catchment of water through its upper face
JPH07229249A (en) * 1994-02-22 1995-08-29 Yamade:Kk Joint material
JP3078499B2 (en) * 1996-12-27 2000-08-21 日新工業株式会社 Root-proof joint material, drain-around root-proof sealing material and waterproof construction
JPH10317610A (en) * 1997-05-20 1998-12-02 Taisei Corp Drain gutter sheathing installation jig and drain gutter construction method
JP3531911B2 (en) * 1999-10-26 2004-05-31 白水興産株式会社 Joint cutting material

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