JP5743825B2 - Stepped joint material and horizontal slit structure with stepped joint material - Google Patents

Stepped joint material and horizontal slit structure with stepped joint material Download PDF

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JP5743825B2
JP5743825B2 JP2011207663A JP2011207663A JP5743825B2 JP 5743825 B2 JP5743825 B2 JP 5743825B2 JP 2011207663 A JP2011207663 A JP 2011207663A JP 2011207663 A JP2011207663 A JP 2011207663A JP 5743825 B2 JP5743825 B2 JP 5743825B2
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stepped
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裕司 畑中
裕司 畑中
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株式会社ロンビックジャパン
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Description

本願発明は、集合住宅などで代表されるコンクリート建造物を構成する、壁体、柱部、梁部、床部など(以下、これらを総称して「コンクリート構造体」という。)が、上下に隣接する箇所に設けられる水平スリットに関するものであり、より具体的には、段差のある水平スリットに設置される段差付目地材と、これを備えた水平スリット構造に関するものである。   In the present invention, walls, pillars, beams, floors, etc. (hereinafter collectively referred to as “concrete structures”) constituting a concrete building typified by an apartment house are vertically arranged. More particularly, the present invention relates to a stepped joint material installed in a horizontal slit having a step and a horizontal slit structure including the stepped joint material.

我が国は地震が頻発する国として知られ、近年では、東北地方太平洋沖地震や、兵庫県南部地震、新潟県中越地震など大きな地震が発生し、そのたびに甚大な被害を被っている。一方で、オフィスビルやマンションなどコンクリート建造物の高層化は進み、その結果、耐震構造や免震構造など地震への対策技術も進んできた。   Japan is known as an earthquake-prone country. In recent years, major earthquakes such as the Tohoku-Pacific Ocean Earthquake, the Hyogoken-Nanbu Earthquake, and the Niigata-ken Chuetsu Earthquake have occurred and have suffered enormous damage each time. On the other hand, high-rise concrete buildings such as office buildings and condominiums have progressed, and as a result, earthquake countermeasures such as earthquake-resistant structures and seismic isolation structures have advanced.

コンクリート建造物の地震対策の一つとして、壁体を天井側スラブで吊り下げる「吊り下げ工法」が知られている。図6は、この吊り下げ工法によって構築された壁体を示す正面図である。この図に示すように、壁体aは天井スラブbによってのみ固定され、下端側の床スラブcとの間には狭小な隙間である水平スリットdが設けられるとともに、両側の柱部eとの間には鉛直スリットfが設けられる。これにより、壁体aと床スラブc、及び壁体aと柱部eは、不連続な構造(いわゆる、「縁切り」)となっている。このように、壁体aと周囲のコンクリート構造体とが「縁切り」されているので、例えば柱部eは地震時に独立して挙動する結果、壁体aの挙動によって曲げモーメントやせん断力を受けることがない。   As one of the earthquake countermeasures for concrete buildings, a “hanging method” is known in which a wall is suspended by a ceiling slab. FIG. 6 is a front view showing a wall body constructed by this hanging method. As shown in this figure, the wall body a is fixed only by the ceiling slab b, and a horizontal slit d which is a narrow gap is provided between the floor slab c on the lower end side, and between the column parts e on both sides. A vertical slit f is provided between them. Thereby, the wall body a and the floor slab c, and the wall body a and the column part e have a discontinuous structure (so-called “edge cutting”). Thus, since the wall body a and the surrounding concrete structure are “edge-cut”, for example, the column part e behaves independently at the time of an earthquake. As a result, the wall body a receives a bending moment and a shearing force. There is nothing.

図6に示す水平スリットdには、通常、壁体aと同等の防水性、防塵性、防音性等を確保する目的で、目地材が設置される。図6では、壁体a下部の水平スリットdに水平配置の目地材gが設置され、鉛直スリットfには鉛直配置の目地材hが設置されている。これら目地材g(目地材h)は、防水性、防塵性、防音性等を確保するため、水平スリットd(鉛直スリットf)を封止すべく、その空間を埋めるように配置される。   In the horizontal slit d shown in FIG. 6, joint materials are usually installed for the purpose of ensuring waterproofness, dustproofing, soundproofing, and the like equivalent to the wall body a. In FIG. 6, a horizontally disposed joint material g is installed in the horizontal slit d below the wall body a, and a vertically disposed joint material h is installed in the vertical slit f. These joint materials g (joint materials h) are disposed so as to fill the space in order to seal the horizontal slits d (vertical slits f) in order to ensure waterproofness, dustproof properties, soundproofing properties, and the like.

また水平スリットには、外部からの水の侵入を防ぐため、図7(c)に示すように段差部iを設けることがある。この段差部iは、水平スリットdの一部を構成するものであって、その底面は他の底面部よりも一段低く形成されている。また、水の侵入防止という目的から、外部との境界、すなわち水平スリットdのうち端部側(周縁側)に段差部iは設けられる。   Further, in order to prevent water from entering from the outside in the horizontal slit, a stepped portion i may be provided as shown in FIG. The step portion i constitutes a part of the horizontal slit d, and the bottom surface thereof is formed one step lower than the other bottom surface portions. Further, for the purpose of preventing water intrusion, a stepped portion i is provided on the boundary with the outside, that is, on the end side (periphery side) of the horizontal slit d.

従来、段差部iのある水平スリットdを施工するにあたっては、煩雑な手順を要していた。その手順について図7に基づいて説明する。なお図7は、図6に示すX−X矢視の断面図である。   Conventionally, when constructing the horizontal slit d having the stepped portion i, a complicated procedure is required. The procedure will be described with reference to FIG. 7 is a cross-sectional view taken along the line XX shown in FIG.

まず図7(a)に示すように、型枠jに目地棒kを取り付けた後、長釘mで段差部目地材d1を型枠jに縫い付ける。この段差部目地材d1には、塩化ビニル製の水返しnが取り付けられることが多い。   First, as shown in FIG. 7A, after the joint rod k is attached to the mold frame j, the step joint material d1 is sewn to the mold frame j with the long nails m. In many cases, a water return n made of vinyl chloride is attached to the step joint material d1.

次に図7(b)に示すように、コンクリートを打設する。段差部目地材d1を設置したままコンクリート打設することによって、コンクリートの仕上がり面には上部面と下部面からなる段差が設けられる。   Next, concrete is placed as shown in FIG. By placing the concrete with the stepped portion joint material d1 installed, a step having an upper surface and a lower surface is provided on the finished surface of the concrete.

コンクリート養生後に、図7(c)に示すように、コンクリートの上部面に上部目地材d2が載置される。このとき、段差部目地材d1と上部目地材d2が一部ラップするように配置される。そして、上部目地材d2の上部に載せるように鉛直の目地材hが設置され、壁体a、天井スラブb、柱部eの施工が行われる。なお、段差部目地材d1と鉛直目地材hとの間にできる隙間部(図7(c))には、水の侵入防止を確実にするため防水キューブoが設置される。   After concrete curing, as shown in FIG.7 (c), the upper joint material d2 is mounted in the upper surface of concrete. At this time, the step joint material d1 and the upper joint material d2 are arranged so as to partially wrap. And the vertical joint material h is installed so that it may mount on the upper part of the upper joint material d2, and construction of the wall body a, the ceiling slab b, and the pillar part e is performed. In addition, a waterproof cube o is installed in a gap (FIG. 7C) formed between the step joint material d1 and the vertical joint material h to ensure prevention of water intrusion.

このように上下に2つの目地材を配置した段差付の水平スリットは、特許文献1(特に図11)でも開示されており、例えば庇などが上部にない雨掛かり部の外壁に有効であるとしている。   The stepped horizontal slit in which two joint materials are arranged above and below is also disclosed in Patent Document 1 (especially FIG. 11), and is effective for the outer wall of a rain hanging portion where no hail or the like is present at the top. Yes.

特許特開2003−105872号公報Japanese Patent Laid-Open No. 2003-105882

図7(a)〜(c)で説明したように、従来では、段差部iのある水平スリットdを施工するにあたって極めて煩雑な手順を要していた。特に、段差部目地材d1と上部目地材d2の2つの目地材を設置する必要があるうえに、両者をラップさせるため目地材の設置位置にも気を配らなければならなかった。   As described with reference to FIGS. 7A to 7C, conventionally, a very complicated procedure is required to construct the horizontal slit d having the stepped portion i. In particular, it is necessary to install two joint materials, ie, the step joint material d1 and the upper joint material d2, and it is necessary to pay attention to the joint material installation position in order to wrap them.

また、段差部目地材d1と上部目地材d2それぞれで、防水機能と耐火機能を発揮させるため、両目地材ともにこれらの機能を兼ね備えた材料を使用しなければならず、コストを引き上げる一因となっていた。 Moreover, in order to exhibit the waterproof function and the fireproof function in each of the step joint material d1 and the upper joint material d2, both joint materials must use materials having these functions, and this contributes to an increase in cost. It was.

本願発明の課題は、従来技術が抱える問題を解消することである。すなわち、段差部iのある水平スリットdの施工を容易ならしめ、かつ工費を低減させ得る段差付目地材、及びこれを備えた水平スリット構造を提供することにある。   The subject of this invention is solving the problem which a prior art has. That is, it is to provide a stepped joint material that can facilitate the construction of the horizontal slit d having the stepped portion i and reduce the construction cost, and a horizontal slit structure including the stepped joint material.

本願発明は、段差部が設けられた水平スリットに嵌合し、しかも上下に分離されない(つまり一体構造の)目地材を設置するという点に着目してなされたものであり、また、防水機能と耐火機能を各部材に分けて分担させるに点に着眼して開発されたものである。   The present invention is made by paying attention to the point that a joint material that fits into a horizontal slit provided with a stepped portion and is not separated vertically (that is, an integral structure) is installed, and has a waterproof function. It was developed by focusing on the point of dividing the fireproof function into each member.

本願発明の段差付目地材は、コンクリート構造体と他のコンクリート構造体との間に設けられる水平スリット内に設置される目地材であって、前記水平スリットの底面のうち端部側の一部には他より低い面を形成する段差部が設けられ、前記水平スリットの底面のうち前記段差部を除く一般部に載置される本体部材と、前記段差部に嵌合して設置される段差部材とを備え、前記本体部材と前記段差部材が一体構造となっているものである。   The stepped joint material of the present invention is a joint material installed in a horizontal slit provided between a concrete structure and another concrete structure, and a part of the bottom side of the horizontal slit on the end side. Is provided with a step portion that forms a lower surface than the others, a main body member placed on a general portion excluding the step portion of the bottom surface of the horizontal slit, and a step that is fitted and installed in the step portion And the main body member and the step member have an integral structure.

本願発明の段差付目地材は、前記本体部材と前記段差部材とはそれぞれ異なる材料からなるとともに本体部材は段差部材に比して高い耐火性能を備えた材料からなり、前記本体部材と前記段差部材を固定して一体構造となったものとすることもできる。   In the stepped joint material of the present invention, the main body member and the step member are made of different materials, and the main body member is made of a material having higher fire resistance than the step member, and the main body member and the step member Can be fixed to form an integrated structure.

本願発明の段差付目地材は、前記本体部材が材質が異なる第1層と第2層を含んで構成される積層体であって、第1層は第2層に比して高い耐火性能を備えた材料からなり、かつ第2層は第1層に比して高い弾性を備えた材料からなるとともに第2層は底面側に設けられ、前記本体部材と前記段差部材を固定して一体構造となったものとすることもできる。   The stepped joint material of the present invention is a laminate in which the main body member includes a first layer and a second layer made of different materials, and the first layer has a higher fire resistance than the second layer. The second layer is made of a material having higher elasticity than the first layer and the second layer is provided on the bottom surface side, and the main body member and the step member are fixed to form an integrated structure. It can also be assumed.

本願発明の水平スリット構造は、コンクリート構造体と他のコンクリート構造体との間に設けられる水平スリット内に段差目地材が設置された水平スリット構造であって、前記水平スリットの底面のうち端部側の一部には他より低い面を形成する段差部が設けられ、前記段差目地材は本体部材と段差部材とを備えるとともに本体部材と段差部材が固定された一体構造であり、前記本体部材が前記水平スリットの底面のうち前記段差部を除く一般部に載置され、前記段差部材が前記段差部に嵌合して設置された構造である。   The horizontal slit structure of the present invention is a horizontal slit structure in which a step joint material is installed in a horizontal slit provided between a concrete structure and another concrete structure, and an end portion of the bottom surface of the horizontal slit. A step portion that forms a lower surface than the others is provided in a part of the side, and the step joint material includes a main body member and a step member, and is an integrated structure in which the main body member and the step member are fixed. Is mounted on a general portion of the bottom surface of the horizontal slit except the step portion, and the step member is fitted and installed in the step portion.

本願発明の水平スリット構造は、前記本体部材と前記段差部材とはそれぞれ異なる材料からなるとともに本体部材は段差部材に比して高い耐火性能を備えた材料からなり、前記本体部材が水平スリット底面のうち前記一般部に載置され、前記段差部材が前記段差部に嵌合して設置された構造とすることもできる。   In the horizontal slit structure of the present invention, the main body member and the step member are made of different materials, and the main body member is made of a material having higher fire resistance than the step member. Of these, it is possible to adopt a structure that is placed on the general part and the step member is fitted and installed on the step part.

本願発明の水平スリット構造は、前記本体部材は材質が異なる第1層と第2層を含んで構成される積層体であって、第1層は第2層に比して高い耐火性能を備えた材料からなり、かつ第2層は第1層に比して高い弾性を備えた材料からなり、前記第2層が水平スリット底面に接触するように前記本体部材が前記一般部に載置されるとともに前記段差部材が前記段差部に嵌合して設置された構造とすることもできる。   In the horizontal slit structure of the present invention, the main body member is a laminated body including a first layer and a second layer made of different materials, and the first layer has a higher fire resistance than the second layer. The second layer is made of a material having higher elasticity than the first layer, and the main body member is placed on the general part so that the second layer contacts the bottom surface of the horizontal slit. In addition, the step member may be installed by being fitted to the step portion.

本願発明の段差付目地材、及び段差付目地材を備えた水平スリット構造には、次のような効果がある。
(1)段差付目地材は、本体部材と段差部材が一体構造となったものであって、従来のように分離したものではないので、設置手間が軽減され、つまり容易に目地材を水平スリットに設置することができる。
(2)段差部材に防水機能を、本体部材に耐火機能を、それぞれ分担させることで、両方に高機能の材料を使用する必要がなく、材料にかかるコストが軽減できる。
(3)段差部材が防水機能を、本体部材が耐火機能を、それぞれ発揮することで、水平スリットとしても確実な防水機能と耐火機能を期待することができる。
(4)本体部材を2層の積層構造とし第2層体を高い弾性を備えた材料からなるものとすれば、既構築コンクリート構造体の不陸面に設置する場合であっても、第2層が不陸に対応して、スリットの空隙を確実に封止することが可能となる。
The stepped joint material of the present invention and the horizontal slit structure provided with the stepped joint material have the following effects.
(1) The stepped joint material is an integral structure of the main body member and the step member, and is not separated as in the prior art. Can be installed.
(2) By assigning the waterproof function to the step member and the fireproof function to the main body member, it is not necessary to use a high-functional material for both, and the cost of the material can be reduced.
(3) Since the step member exhibits the waterproof function and the main body member exhibits the fire resistance function, a reliable waterproof function and fire resistance function can be expected as a horizontal slit.
(4) If the main body member has a two-layer laminated structure and the second layer body is made of a material having high elasticity, even if the main body member is installed on the non-land surface of an already constructed concrete structure, Corresponding to the unevenness of the layer, the gap of the slit can be reliably sealed.

段差が設けられた水平スリットに本願発明の段差付目地材が設置された状態を示す断面図。Sectional drawing which shows the state by which the joint material with a level | step difference of this invention was installed in the horizontal slit provided with the level | step difference. (a)は床スラブが構築された段階を示す第1ステップ図、(b)は桟木が取り除かれた段階を示す第2ステップ図、(c)は段差付目地材が設置された段階を示す第3ステップ図、(d)は鉛直目地材が設置された段階を示す第4ステップ図。(A) is a first step diagram showing a stage in which a floor slab is constructed, (b) is a second step diagram showing a stage in which a pier is removed, and (c) shows a stage in which a stepped joint material is installed. 3rd step figure, (d) is the 4th step figure which shows the stage in which the vertical joint material was installed. 段差付目地材の上に鉛直目地材を設置した状態を示す斜視図。The perspective view which shows the state which installed the vertical joint material on the joint material with a level | step difference. 出隅に段差部材が設けられた場合のコーナー部を示す斜視図。The perspective view which shows a corner part when a level | step difference member is provided in the protrusion corner. 入り隅に段差部材21が設けられた場合のコーナー部を示す斜視図。The perspective view which shows a corner part at the time of the level | step difference member 21 being provided in the entering corner. 吊り下げ工法によって構築された壁体を示す正面図。The front view which shows the wall body constructed | assembled by the hanging construction method. (a)は型枠に目地棒と段差部目地材を取り付けた段階の第1ステップ図、(b)はコンクリートを打設した段階の第2ステップ図、(c)はコンクリートの上部面に上部目地材が載置された段階の第3ステップ図。(A) is a first step diagram at the stage where joint rods and step joints are attached to the mold, (b) is a second step diagram at the stage of placing concrete, (c) is an upper part on the upper surface of the concrete. The 3rd step figure of the stage in which the joint material was mounted.

[実施形態]
本願発明の段差付目地材、及び段差付目地材を備えた水平スリット構造の一実施形態を図に基づいて説明する。
[Embodiment]
One embodiment of a leveled joint material of the present invention and a horizontal slit structure provided with a leveled joint material will be described with reference to the drawings.

まず、本願発明の段差目地材が設置された状態について簡単に説明する。図1は、段差が設けられた水平スリット10に本願発明の段差付目地材20が設置された状態を示す断面図である。この図に示すように水平スリット10は、床スラブ30のように下方に据えられるコンクリート構造体と、壁体(図1では示さない)のように上方に配置されるコンクリート構造体との間に設けられる水平配置の隙間であり、この隙間内を埋めるように、すなわち水平スリット10を封止すべく段差付目地材20が設置される。   First, the state where the step joint material of the present invention is installed will be briefly described. FIG. 1 is a cross-sectional view showing a state in which a stepped joint material 20 of the present invention is installed in a horizontal slit 10 provided with a step. As shown in this figure, the horizontal slit 10 is provided between a concrete structure placed below like a floor slab 30 and a concrete structure placed above like a wall (not shown in FIG. 1). A stepped joint material 20 is installed to fill the gap, that is, to seal the horizontal slit 10.

また、図1の水平スリット10の底面には段差が設けられている。水平スリット10の底面は、すなわち床スラブ30の上面であり、図1に示すように床スラブ30の上面は2段の面を形成している。換言すれば、床スラブ30は、他より低い面を形成する段差部31と、この段差部31を除く一般部32で形成されている。なお便宜上、段差部31の上面を下段面31h、一般部32の上面を上段面32h、下段面31hと上段面32hの境界にある鉛直面を境界面32vと呼ぶこととする。   Further, a step is provided on the bottom surface of the horizontal slit 10 in FIG. The bottom surface of the horizontal slit 10 is the top surface of the floor slab 30, and as shown in FIG. 1, the top surface of the floor slab 30 forms a two-step surface. In other words, the floor slab 30 is formed of a stepped portion 31 that forms a lower surface than the others and a general portion 32 excluding the stepped portion 31. For convenience, the upper surface of the stepped portion 31 is referred to as a lower step surface 31h, the upper surface of the general portion 32 is referred to as an upper step surface 32h, and a vertical surface at the boundary between the lower step surface 31h and the upper step surface 32h is referred to as a boundary surface 32v.

水平スリット10に段差部31を設ける場合、外部からの水の侵入を防ぐという目的から、通常はコンクリート建造物(屋内)と外部(屋外)との境界、つまり水平スリット10のうち端部側(図1では左側)に段差部31は設けられる。すなわち、図1に示す段差部31の外側に形成される鉛直面31vは、外壁表面と同一面となるのが一般的である。   When providing the level | step-difference part 31 in the horizontal slit 10, normally the boundary of a concrete building (indoor) and the exterior (outdoor), ie, the edge part side (in the horizontal slit 10) (for the purpose of preventing the penetration | invasion of the water from the outside) A step portion 31 is provided on the left side in FIG. That is, the vertical surface 31v formed outside the step portion 31 shown in FIG. 1 is generally the same surface as the outer wall surface.

このように段差部31を設けることで、たとえ外部から水平スリット10内に水が侵入したとしても上段面32hまで水が遡上することは考えにくく、さらに段差付目地材20が防水機能を有するため、コンクリート建造物内に水が侵入するのを確実に防止できるわけである。なお、ここでは吊り下げ工法の水平スリット10を例示して説明しているが、本願発明はこの工法における水平スリット10に限定されるものではなく、コンクリート構造体が上下に隣接する水平スリット部分、例えば、腰壁やたれ壁とスラブとの水平取り合い部分、あるいは帆立て壁の水平取り合い部分など、種々のコンクリート構造体が上下に隣接する水平スリット部分で実施できる。   By providing the step portion 31 in this manner, even if water enters the horizontal slit 10 from the outside, it is unlikely that the water will run up to the upper step surface 32h, and the step joint material 20 has a waterproof function. Therefore, it is possible to reliably prevent water from entering the concrete building. In addition, although the horizontal slit 10 of the hanging construction method is illustrated and described here, the present invention is not limited to the horizontal slit 10 in this construction method, and the horizontal slit portion where the concrete structure is vertically adjacent, For example, various concrete structures such as a horizontal joint portion between a waist wall, a leaning wall, and a slab, or a horizontal joint portion of a scallop wall can be implemented in horizontal slit portions that are adjacent vertically.

(積層目地材)
次に、段差付目地材20の構成について詳細に説明する。図1に示すように、段差付目地材20は、段差部31に設置される段差部材21と、一般部32に設置される本体部材22と、で形成されている。段差部材21と本体部材22は一体構造であり、一体の物として水平スリット10に設置される。例えば、段差部材21と本体部材22は製造段階から一体に成形されて、あるいは段差部材21と本体部材22が別体として製造されたのち両者が接着その他の手段で固定されて、段差部材21と本体部材22は一体構造とされる。
(Laminated joint material)
Next, the configuration of the stepped joint material 20 will be described in detail. As shown in FIG. 1, the stepped joint material 20 is formed of a step member 21 installed in the step portion 31 and a main body member 22 installed in the general portion 32. The step member 21 and the main body member 22 have an integral structure, and are installed in the horizontal slit 10 as an integral object. For example, the step member 21 and the main body member 22 are integrally formed from the manufacturing stage, or after the step member 21 and the main body member 22 are manufactured as separate bodies, the both are fixed by bonding or other means. The main body member 22 has an integral structure.

段差部材21は、段差部31に嵌合するように設置される。具体的には、段差部材21の底面が下段面31hの上に接触するとともに、段差部材21の背面(鉛直面)が境界面32vと接触するように、段差部材21は設置される。また、本体部材22の底面が上段面32hの上に接触するように、本体部材22は一般部32の上に載置される。なお図1では、段差部31に嵌合するように、段差部材21の形状はL字形状となっているが、段差部材21の底面が下段面31hに接触し、かつ段差部材21の背面が境界面32vに接触すれば、段差部材21の形状は任意形状とすることができる。   The step member 21 is installed so as to be fitted to the step portion 31. Specifically, the step member 21 is installed such that the bottom surface of the step member 21 is in contact with the lower step surface 31h and the back surface (vertical surface) of the step member 21 is in contact with the boundary surface 32v. Further, the main body member 22 is placed on the general portion 32 so that the bottom surface of the main body member 22 contacts the upper stage surface 32h. In FIG. 1, the shape of the step member 21 is L-shaped so as to be fitted to the step portion 31, but the bottom surface of the step member 21 is in contact with the lower step surface 31 h and the back surface of the step member 21 is If it contacts the boundary surface 32v, the shape of the level | step difference member 21 can be made into arbitrary shapes.

段差部材21と本体部材22は、それぞれ同じ材質とすることもできるし、異なる材質とすることもできる。つまり、段差部材21と本体部材22の材質を異なるものとし、それぞれが担う機能を分けることもできる。水平スリット10が、火災の際に上下階の火炎の侵入を遮断する(あるいは遅らせる)ことを目的の一つとしていることを考えれば、本体部材22は耐火機能が要請され、この機能を発揮しやすい材料で形成される必要がある。一方、段差部31が、外部からの水の侵入を防ぐことを目的の一つとしていることを考えれば、段差部材21は防水機能が要請され、この機能を発揮しやすい材料で形成される必要がある。   The step member 21 and the main body member 22 can be made of the same material or different materials. In other words, the material of the step member 21 and the main body member 22 can be made different, and the functions of each can be divided. Considering that the horizontal slit 10 is one of the purposes of blocking (or delaying) the intrusion of flames on the upper and lower floors in the event of a fire, the main body member 22 is required to have a fire resistance function and exhibits this function. It needs to be made of an easy material. On the other hand, considering that the step portion 31 has one of the purposes of preventing water from entering from the outside, the step member 21 is required to have a waterproof function and needs to be formed of a material that easily exhibits this function. There is.

本体部材22に耐火機能が要請される場合、その材料として、炭酸カルシウム発泡体、ロックウール、セラミックファイバー、ケイ酸カルシウムなどを例示することができる。このほか、鉄や合金など金属類も挙げられるが、製造コストの面や重さによる施工性の面で、その採用には慎重な検討を要する。また、段差部材21に防水機能が要請される場合、その材料として、ポリエチレン(PE)やポリプロピレン(PP)といった樹脂を例示することができる。   When the body member 22 is required to have a fireproof function, examples of the material include calcium carbonate foam, rock wool, ceramic fiber, and calcium silicate. In addition to these, metals such as iron and alloys can be mentioned, but careful consideration is required to adopt them in terms of manufacturing cost and workability due to weight. Moreover, when the waterproof function is requested | required of the level | step difference member 21, resin, such as polyethylene (PE) and polypropylene (PP), can be illustrated as the material.

段差部材21の材料としてPEやPPといった樹脂を採用した場合、下段面31hの表面にできる不陸に追随することができるという効果を奏するので、なお好適である。通常、コンクリート打設後はその上面が金コテ等で入念に均されるが、人によって完全に均すことは不可能なので、床スラブ30の上面(下段面31hや上段面32h)には不陸(凹凸面)が残る。その不陸の上に、変形し難い平坦面を載せると、小さな隙間が残ってしまい、防水性や耐火性を損なう要因となってしまう。ところが、PEやPPといった樹脂は高い弾性(容易に弾性変形する性能)を有しているので、コンクリート表面の不陸にも追随して変形し、隙間を残さない。   When a resin such as PE or PP is adopted as the material of the step member 21, it is still preferable because it has an effect that it can follow the unevenness formed on the surface of the lower step surface 31h. Normally, the top surface of the concrete is carefully leveled with a gold trowel etc., but it cannot be completely leveled by a person, so it is not suitable for the top surface of the floor slab 30 (lower step surface 31h or upper step surface 32h). The land (uneven surface) remains. If a flat surface that is difficult to deform is placed on the uneven surface, a small gap remains, which is a factor that impairs waterproofness and fire resistance. However, since resins such as PE and PP have high elasticity (the ability to easily elastically deform), they are deformed following the unevenness of the concrete surface, leaving no gaps.

本体部材22の材料として炭酸カルシウム発泡体、ロックウール、セラミックファイバー、ケイ酸カルシウムなど耐火性能の高いものを採用した場合、その弾性はあまり高くないので、上段面32hの不陸上に本体部材22を載置すると、凸上に高止まりして小さな隙間が残ってしまい、防水性や耐火性を損なうこととなる。   When a material having high fire resistance such as calcium carbonate foam, rock wool, ceramic fiber, calcium silicate, etc. is adopted as the material of the main body member 22, its elasticity is not so high. When placed, it remains high on the convex and a small gap remains, which impairs waterproofness and fire resistance.

そこで、図1に示すように、本体部材22を第1層体22aと第2層体22bの積層構造とすることができる。つまり、第1層体22aは、炭酸カルシウム発泡体やロックウールなど第2層体22bに比して高い耐火性能を備えた材料とし、第2層体22bは、PEやPP.など第1層に比して高い弾性を備えた材料とし、かつ第2層体22bを底面側とする。これによって、上下階の火炎侵入を防止する耐火性能を発揮するとともに、上段面32hの不陸に追随することができるという効果を奏するので、さらに好適となる。   Therefore, as shown in FIG. 1, the main body member 22 can have a laminated structure of a first layer body 22a and a second layer body 22b. That is, the first layer body 22a is made of a material having higher fire resistance than the second layer body 22b, such as calcium carbonate foam or rock wool, and the second layer body 22b is made of a first layer such as PE or PP. A material having higher elasticity than that of the second layer body 22b is used as the bottom surface side. As a result, the fire resistance performance of preventing the flame intrusion on the upper and lower floors is exhibited, and the effect of being able to follow the unevenness of the upper stage surface 32h is achieved, which is further preferable.

(構造とその施工手順)
次に、段差付目地材20が設置された水平スリット構造と、その施工手順について説明する。図2(a)〜(d)は、段差付目地材20が設置された水平スリット構造を施工する順序を示すステップ図であり、(a)は床スラブ30が構築された段階を示す第1ステップ図、(b)は桟木が取り除かれた段階を示す第2ステップ図、(c)は段差付目地材20が設置された段階を示す第3ステップ図、(d)は鉛直目地材が設置された段階を示す第4ステップ図である。
(Structure and construction procedure)
Next, the horizontal slit structure in which the stepped joint material 20 is installed and its construction procedure will be described. FIGS. 2A to 2D are step diagrams showing the order of constructing the horizontal slit structure in which the stepped joint material 20 is installed, and FIG. 2A is a first view showing a stage in which the floor slab 30 is constructed. Step diagram, (b) is the second step diagram showing the stage where the pier is removed, (c) is the third step diagram showing the stage where the stepped joint material 20 is installed, (d) is the vertical joint material installed It is the 4th step figure showing the done stage.

まずは、図2(a)に示すように、型枠4と鉄筋(図示しない)を組み立て、コンクリートを打設して床スラブ30を構築する。このとき、型枠4の所定位置に桟木5を固定しておく。   First, as shown to Fig.2 (a), the formwork 4 and a reinforcing bar (not shown) are assembled, concrete is laid, and the floor slab 30 is constructed | assembled. At this time, the crosspiece 5 is fixed at a predetermined position of the mold 4.

次に、図2(b)に示すように、コンクリート打設後に桟木5を取り除く。桟木5を取り除いた空間部が段差部31である。   Next, as shown in FIG.2 (b), the pier 5 is removed after concrete placement. The space portion from which the pier 5 is removed is the step portion 31.

続いて、図2(c)に示すように、一体構造の段差付目地材20を水平スリット10に設置する。このとき、段差部材21が段差部31に嵌合するように、本体部材22が一般部32に載置されるように設置される。なお、段差付目地材20を設置する前に、型枠4の所定位置に目地棒6を取り付けておくこともできる。   Subsequently, as shown in FIG. 2C, the stepped joint material 20 having an integral structure is installed in the horizontal slit 10. At this time, the main body member 22 is placed on the general portion 32 so that the step member 21 is fitted to the step portion 31. Note that the joint rod 6 can be attached to a predetermined position of the mold 4 before the stepped joint material 20 is installed.

最後に、上方に構築されるコンクリート構造体(図示しない)の施工を行い、段差付目地材20が設置された水平スリット構造が完成する。なお図2(d)に示すように、所定箇所には、段差付目地材20の上に載せるように鉛直目地材70が設置される。図3は、段差付目地材20の上に鉛直目地材70を設置した状態を示す斜視図である。この図に示すように、鉛直目地材70は、断面視で略H形状の係止材71(例えば、硬質塩化ビニル製)と芯材72(例えば、補強紙付のポリスチレンフォーム、あるいは補強紙付の炭酸カルシウム発泡体、など)からなるもので、両端に配置された係止材71によって芯材72が挟持された構成となっている。なお、係止材71のうち芯材72を把持していない側の空間内には、型枠4に取り付けられた鉛直方向に延びる目地棒(図示しない)が挿入されることが多い。   Finally, a concrete structure (not shown) constructed above is constructed to complete a horizontal slit structure in which the stepped joint material 20 is installed. As shown in FIG. 2 (d), a vertical joint material 70 is installed at a predetermined location so as to be placed on the step joint material 20. FIG. 3 is a perspective view showing a state in which the vertical joint material 70 is installed on the step joint material 20. As shown in this figure, the vertical joint material 70 includes a substantially H-shaped locking member 71 (for example, made of hard vinyl chloride) and a core member 72 (for example, polystyrene foam with reinforcing paper, or with reinforcing paper in a cross-sectional view). The core material 72 is sandwiched between the locking materials 71 arranged at both ends. A joint rod (not shown) that is attached to the mold 4 and extends in the vertical direction is often inserted into the space on the side of the locking member 71 that does not hold the core member 72.

図2(d)や図3に示すように、段差部材21をL字形状とすることによって形成される空間部には、鉛直目地材70の係止材71を立設させることができる。つまり、鉛直目地材70の両側の係止材71の長さ(下方突出し長さ)を変えて、長い方の係止材71を段差部材21上に載置させ、短い方の係止材71を本体部材22上に載置させる。   As shown in FIG. 2D and FIG. 3, the locking member 71 of the vertical joint material 70 can be erected in the space formed by making the step member 21 L-shaped. That is, the length of the locking material 71 on both sides of the vertical joint material 70 (the length protruding downward) is changed, and the longer locking material 71 is placed on the step member 21, and the shorter locking material 71 is placed. Is placed on the main body member 22.

(コーナー部)
図4及び図5は段差付目地材20を設置するコーナー部を示す斜視図であり、図4は出隅に段差部材21が設けられた場合のコーナー部を示す斜視図、図5は入り隅に段差部材21が設けられた場合のコーナー部を示す斜視図である。
(Corner)
4 and 5 are perspective views showing a corner portion where the stepped joint material 20 is installed, FIG. 4 is a perspective view showing the corner portion when the step member 21 is provided at the protruding corner, and FIG. It is a perspective view which shows a corner part when the level | step difference member 21 is provided in FIG.

図4及び図5に示すように、入り隅や出隅といったコーナー部には特殊形状の段差付目地材20(以下、「役物20s」という。)を配置すると、全体を容易に納めることができる。このように役物20sを設置することで、コーナー部であっても連続性に優れた構造となるうえ、設置手間も軽減されて極めて好適である。また、仮に役物30aの寸法が予定より長く(あるいは短く)なったとしても、段差付目地材20を現地で切断して長さ調整することで、適切に対応することができる。   As shown in FIG. 4 and FIG. 5, when a step-shaped joint material 20 (hereinafter referred to as “act 20 s”) having a special shape is arranged in a corner portion such as an entrance corner or an exit corner, the whole can be easily accommodated. it can. By installing the accessory 20s in this way, the structure is excellent in continuity even in the corner portion, and the installation labor is reduced, which is extremely suitable. Even if the dimension of the accessory 30a becomes longer (or shorter) than planned, it can be appropriately handled by cutting the stepped joint material 20 at the site and adjusting the length.

本願発明の 段差付目地材、及び段差付目地材を備えた水平スリット構造は、マンションなどの集合住宅やオフィスビルで利用できるほか、校舎や倉庫などあらゆる建築構造物で利用することが可能であり、橋台と橋桁の間、あるいは場所打ちコンクリート基礎上にプレキャスト構造物を設置する場合など、土木構造物の分野でも応用することができる。   The stepped joint material of the present invention and the horizontal slit structure provided with the stepped joint material can be used in apartment buildings and office buildings such as condominiums, as well as in all building structures such as school buildings and warehouses. It can also be applied in the field of civil engineering structures, such as installing precast structures between abutments and bridge girders or on cast-in-place concrete foundations.

10 水平スリット
20 段差付目地材
21 段差部材
22 本体部材
22a 第1層体
22b 第2層体
20s 役物
30 床スラブ
31 段差部
31h 下段面
31v 鉛直面
32 一般部
32h 上段面
32v 境界面
4 型枠
5 桟木
6 目地棒
70 鉛直目地材
71 係止材
72 芯材
a 壁体
b 天井スラブ
c 床スラブ
d 水平スリット
d1 段差部目地材
d2 上部目地材
e 柱部
f 鉛直スリット
g (水平配置の)目地材
h (鉛直配置の)目地材
i 段差部
j 型枠
k 目地棒
m 長釘
n 水返し
o 防水キューブ
DESCRIPTION OF SYMBOLS 10 Horizontal slit 20 Stepped joint material 21 Step member 22 Main body member 22a 1st layer body 22b 2nd layer body 20s Accessory 30 Floor slab 31 Step part 31h Lower step surface 31v Vertical surface 32 General part 32h Upper step surface 32v Boundary surface 4 type Frame 5 Pier 6 Joint rod 70 Vertical joint material 71 Locking material 72 Core material a Wall body b Ceiling slab c Floor slab d Horizontal slit d1 Step joint material d2 Upper joint material e Column part f Vertical slit g (Horizontal arrangement) Joint material h Joint material (vertically arranged) i Stepped part j Formwork k Joint rod m Long nail n Water return o Waterproof cube

Claims (7)

コンクリート構造体と他のコンクリート構造体との間に設けられる水平スリット内に、設置される目地材であって、
前記水平スリットの底面のうち端部側の一部には、他より低い面を形成する段差部が設けられ、
前記水平スリットの底面のうち前記段差部を除く一般部に載置される本体部材と、前記段差部に嵌合して設置される段差部材と、を備え、
前記本体部材と前記段差部材が一体構造であることを特徴とする段差付目地材。
In a horizontal slit provided between a concrete structure and another concrete structure, the joint material is installed,
Of the bottom surface of the horizontal slit, a part on the end side is provided with a step portion that forms a lower surface than the others,
A main body member placed on a general portion excluding the stepped portion of the bottom surface of the horizontal slit, and a stepped member fitted and installed on the stepped portion,
A stepped joint material, wherein the main body member and the stepped member have an integral structure.
前記本体部材と前記段差部材とはそれぞれ異なる材料からなるとともに、本体部材は段差部材に比して高い耐火性能を備えた材料からなり、
前記本体部材と前記段差部材を固定して一体構造としたことを特徴とする請求項1記載の段差付目地材。
The main body member and the step member are made of different materials, respectively, and the main body member is made of a material having high fire resistance compared to the step member,
The step joint material according to claim 1, wherein the main body member and the step member are fixed to form an integral structure.
前記本体部材は、材質が異なる第1層と第2層を含んで構成される積層体であって、第1層は第2層に比して高い耐火性能を備えた材料からなり、かつ第2層は第1層に比して高い弾性を備えた材料からなるとともに、第2層は底面側に設けられ、
前記本体部材と前記段差部材を固定して一体構造としたことを特徴とする請求項1又は請求項2記載の段差付目地材。
The main body member is a laminate including a first layer and a second layer made of different materials, and the first layer is made of a material having higher fire resistance than the second layer, and The two layers are made of a material having higher elasticity than the first layer, and the second layer is provided on the bottom side,
The stepped joint material according to claim 1 or 2, wherein the main body member and the step member are fixed to form an integral structure.
前記段差部材の上面は、前記一般部の上段面よりも高い位置にあることを特徴とする請求項1記載の段差付目地材。The stepped joint material according to claim 1, wherein an upper surface of the step member is located higher than an upper step surface of the general portion. コンクリート構造体と他のコンクリート構造体との間に設けられる水平スリット内に、段差目地材が設置された水平スリット構造であって、
前記水平スリットの底面のうち端部側の一部には、他より低い面を形成する段差部が設けられ、
前記段差目地材は、本体部材と段差部材とを備えるとともに、本体部材と段差部材が固定された一体構造であり、
前記本体部材が前記水平スリットの底面のうち前記段差部を除く一般部に載置され、前記段差部材が前記段差部に嵌合して設置されたことを特徴とする段差付目地材を備えた水平スリット構造。
A horizontal slit structure in which a step joint material is installed in a horizontal slit provided between a concrete structure and another concrete structure,
Of the bottom surface of the horizontal slit, a part on the end side is provided with a step portion that forms a lower surface than the others,
The step joint material includes a main body member and a step member, and has an integrated structure in which the main body member and the step member are fixed,
The main body member is placed on a general portion of the bottom surface of the horizontal slit except the step portion, and the step member is fitted and installed on the step portion. Horizontal slit structure.
前記本体部材と前記段差部材とはそれぞれ異なる材料からなるとともに、本体部材は段差部材に比して高い耐火性能を備えた材料からなり、
前記本体部材が水平スリット底面のうち前記一般部に載置され、前記段差部材が前記段差部に嵌合して設置されたことを特徴とする請求項5記載の段差付目地材を備えた水平スリット構造。
The main body member and the step member are made of different materials, respectively, and the main body member is made of a material having high fire resistance compared to the step member,
The horizontal body with a stepped joint material according to claim 5, wherein the main body member is placed on the general portion of the bottom surface of the horizontal slit, and the step member is fitted and installed in the step portion. Slit structure.
前記本体部材は、材質が異なる第1層と第2層を含んで構成される積層体であって、第1層は第2層に比して高い耐火性能を備えた材料からなり、かつ第2層は第1層に比して高い弾性を備えた材料からなり、
前記第2層が水平スリット底面に接触するように前記本体部材が前記一般部に載置されるとともに、前記段差部材が前記段差部に嵌合して設置されたことを特徴とする請求項5又は請求項6記載の段差付目地材を備えた水平スリット構造。
The main body member is a laminate including a first layer and a second layer made of different materials, and the first layer is made of a material having higher fire resistance than the second layer, and The two layers are made of a material having higher elasticity than the first layer,
Claim wherein the second layer together with said body member so as to contact the horizontal slit bottom is placed on the general portion, characterized in that said step member is installed fitted to the stepped portion 5 Alternatively, a horizontal slit structure comprising the stepped joint material according to claim 6 .
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