JP3776254B2 - Water-stop structure at the bottom end of sweeping sash in structure and its construction method - Google Patents

Water-stop structure at the bottom end of sweeping sash in structure and its construction method Download PDF

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Publication number
JP3776254B2
JP3776254B2 JP10021599A JP10021599A JP3776254B2 JP 3776254 B2 JP3776254 B2 JP 3776254B2 JP 10021599 A JP10021599 A JP 10021599A JP 10021599 A JP10021599 A JP 10021599A JP 3776254 B2 JP3776254 B2 JP 3776254B2
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Japan
Prior art keywords
water stop
stop plate
sash
plate
floor
Prior art date
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Expired - Fee Related
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JP10021599A
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Japanese (ja)
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JP2000291164A (en
Inventor
健 黒肱
光博 中村
弘治 籏武
信之 末永
治一 田村
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Toda Corp
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Toda Corp
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Description

【0001】
【発明の属する技術分野】
本発明は鉄筋コンクリートまたは鉄骨鉄筋コンクリート構造物における掃き出しサッシ下端部の止水構造およびその構築方法に関するものである。
【0002】
【従来の技術】
鉄筋コンクリート構造物または鉄骨鉄筋コンクリート構造物のマンションにおける掃き出しサッシ下端部の止水方法として、床コンクリートの打設時に同時打ちで立て上げ部を構築するか、あるいはバルコニーと室内側とに段差をつける方法がとられている。しかし前者は浮かし型枠となり、かつその高さがわずかしかないため精度が出し難しかった。一方、後者は鉄骨鉄筋コンクリート構造物には形成できないという問題があった。そのため立ち上げ部を後打ちもしくは防水モルタルで構築する場合が多くなっている。この後打ちの場合は、図6に示すように、床コンクリート23を打設した後、該コンクリート23に止水板24を突き刺して立ち上げ部25のコンクリート26を打設していた。
【0003】
【発明が解決しようとする課題】
しかし、上記のような後打ちの場合は、止水板の床コンクリートへの突き刺しが難しく、かつ止水板を打設したばかりの床コンクリートで支えているため、立ち上げ部のコンクリートを打設するときに位置ずれや傾きを起こしてしまうという問題があった。
【0004】
本発明は、このような問題に鑑みてなされたものであり、その目的は、止水板を掃き出しサッシ下端部における立ち上げ部に精度良く設置できる止水構造およびその構築方法を提供することである。
【0005】
【課題を解決するための手段】
以上の課題を解決するための手段である構造物における掃き出しサッシ下端部の止水構造は、掃き出しサッシ下端部の立ち上げ部から床内部にかけて止水板が埋設され、該止水板が、適宜間隔ごとに設けた接合材が床内部の鉄骨梁または鉄筋の鞘管に挿入されて鉄骨梁または鉄筋に固定され、前記接合材には止水板の設置高さや水平度を調整する調整ナットが設けられ、止水板は所定の長さの短板が長さ方向にシール材を介してつなぎ合わされて形成されたことを特徴とする。また止水板はエンボス鋼板であることを含むものである。
また構造物における掃き出しサッシ下端部の止水構造の構築方法は、鉄骨梁やスラブ鉄筋の配筋と型枠とを組み立てた後、鉄骨梁またはスラブ鉄筋に立設した鞘管に止水板の接合材を挿入し、該接合材に設けた調整ナットで高さおよび水平度を調整した止水板を、掃き出しサッシ下端部の立ち上げ部から床内部にかけた箇所に設置した後、前記型枠にコンクリートを打設することを特徴とする。
【0006】
止水板が鉄骨梁で固定されているので、コンクリートを打設する際にずれたり、あるいは傾いたりせずに、所定の箇所に確実かつ精度良く設置することができる。また止水板が鞘管で設置できるので、熟練技術者を必要とせずに現場において誰でも簡単に設置することができる。また短板を繋ぎ合わせて止水板を形成することにより、現場において立ち上げ部の長さに応じて形成できる。また止水板がサッシアンカーを兼用することができる。
【0021】
【発明の実施の形態】
以下、本発明の構造物における掃き出しサッシ下端部の止水構造およびその構築方法の実施の形態を図面に基づいて説明する。本実施の形態においては鉄骨鉄筋コンクリート構造物における掃き出しサッシ下端部の止水構造およびその構築方法について説明する。
【0022】
図1は鉄骨鉄筋コンクリート構造物のバルコニーの断面図、図2は前記バルコニーの拡大断面図である。
【0023】
掃き出しサッシ下端部の止水構造1は、図1に示すように、立ち上げ部2から床内部3にかけて埋設された止水板4が鉄筋などの接合材5により鉄骨梁6に固定されている。
【0024】
止水板4は、図3に示すようにエンボス鋼板であり、適宜間隔ごとに設けた接合材5が鉄骨梁6における上部フランジ7の鞘管8に嵌合されて、確実かつ精度良く固定されている。したがってコンクリート9との付着力が大きく、従来の止水構造よりも止水性能が高くなっている。また接合材5には調整ナット10が螺合され、これにより止水板4の設置高さおよび水平度を調整する。また止水板4は1枚板であっても良いが、図5に示すような短板4a、4bを繋ぎ合わせて形成することもできる。
【0025】
図5の(1)は、互いの短板4a、4bの端部における凹部11、12に、互いの短板4a、4bの嵌合端部13、14を嵌合した止水板4であり、凹部11、12に設けたシール材15で止水性を高めている。また同図の(2)および(3)は、一方の短板4aの端部に設けた突起16、17に、他方の短板4bの嵌合凹片18、19を嵌め合わせて形成した止水板4であり、(2)の突起16が平面円形であるのに対して、(3)の突起17が平面角形である点が異なっている。この止水板4も前記と同様の止水性を有している。また、この止水板4にサッシ枠のアンカー筋22bを溶接などで取り付けることもできる。
【0026】
次に、一枚板の止水板を使用した止水構造の構築方法について説明する。はじめに鉄鋼梁6やスラブ鉄筋20を配筋して型枠を組み立てるが、立ち上げ部の型枠も同時に組み立てるものとする(図示せず)。
【0027】
そして、図2および3に示すように、鉄骨梁6の上部フランジ7に、固定板21に立設した鞘管8を溶接などで設置し、これらの鞘管8に止水板4の接合材5を挿入する。この後に接合材5の調整ナット10を操作して、止水板4の高さおよび水平度を調整し、該止水板4を床面22と立ち上げ部2との境に設置する。なお、止水板4を図5の短板4a、4bで繋ぎ合わせて形成する場合は、最初から短板4a、4b同士を繋ぎ合わせて止水板4を形成して設置する他、短板4a、4bを1枚づつ設置しながら繋ぎ合わせて形成する方法とがある。
【0028】
上記のように止水板4を設置した後に、前記型枠内にコンクリート9を打設すると、床面22と立ち上げ部2との境に止水板4が設置された止水構造1が構築される。このように止水板4が鉄骨梁6で固定されているので、コンクリート9を打設する際に、ずれたりあるいは傾いたりせずに、所定の箇所に確実かつ精度良く設置することができる。また止水板4を鞘管8で設置できるので、熟練技術者を必要とせずに現場において誰でも簡単に設置することができる。さらに短板4a、4bを繋ぎ合わせて止水板4を形成することにより、現場において立ち上げ部2の長さに応じて形成できる。
【0029】
なお、本実施の形態においては、鉄骨鉄筋コンクリート構造物の止水構造およびその構築方法について説明したが、鉄筋コンクリート構造物においても同じ構造および同じ構築方法で行われる。この場合、鞘管8は鉄筋に設置するものとする(図示せず)。
【0030】
【発明の効果】
止水板が鉄材に固定されていることにより、立ち上げ部から床内部にかけての設置精度が高くなる。
【0031】
鉄筋コンクリート構造物または鉄骨鉄筋コンクリート構造物における掃き出しサッシ下端部を精度の良い止水構造とすることができる。
【0032】
止水板のコンクリートとの付着力が大きくなる。
【0033】
止水板を、所定の長さの短板をつなぎ合わせて形成したので、現場に運搬しやすく、かつ現場施工も容易になる。
【0034】
止水板の垂直精度を高めることができる。
【0035】
止水板の設置が簡単にでき、かつ設置精度を高めることができる。
【0036】
止水板の高さおよび水平度の調整が現場において簡単にできる。
【0037】
立ち上げ部のコンクリートを型枠内に打設するときに止水板がずれたり、あるいは傾いたりせずに、確実かつ精度良く設置することができる。また止水板がサッシアンカーを兼用することができるので効果的である。さらに、鉄筋を配筋して型枠をセットした後にセットすることができるので、他の作業の妨げにならない。
【図面の簡単な説明】
【図1】鉄骨鉄筋コンクリート構造物のバルコニーの断面図である。
【図2】バルコニーの拡大断面図である。
【図3】鉄骨梁の上部フランジに止水板を設置する斜視図である。
【図4】止水板の正面図である。
【図5】(1)〜(3)は短板を繋ぎ合わせて形成した止水板の平面図である。
【図6】従来の止水構造の断面図である。
【符号の説明】
1 止水構造
2、25 立ち上げ部
3 床内部
4、12 止水板
4a 短板
5 接合材
6 鉄骨梁
7 上部フランジ
8 鞘管
9、26 コンクリート
10 調整ナット
11、12 凹部
13、14 嵌合端部
15 シール材
16、17 突起
18、19 嵌合凹片
20 スラブ鉄筋
21 固定板
22 床面
23 床コンクリート
[0001]
BACKGROUND OF THE INVENTION
The present invention relates to a water-stopping structure at the lower end of a sash for a reinforced concrete or steel-framed reinforced concrete structure, and a construction method thereof.
[0002]
[Prior art]
As a water stop method for the bottom end of the sash in a reinforced concrete structure or steel reinforced concrete structure apartment, there is a method of constructing a raised part at the same time when floor concrete is placed, or a step between the balcony and the indoor side. It has been taken. However, the former was a floating formwork, and its height was only small, making it difficult to achieve accuracy. On the other hand, the latter has a problem that it cannot be formed in a steel reinforced concrete structure. For this reason, there are many cases where the start-up part is constructed by post-coating or waterproof mortar. In the case of this post-coating, as shown in FIG. 6, after placing the floor concrete 23, the water stop plate 24 is pierced into the concrete 23 and the concrete 26 of the rising portion 25 is placed.
[0003]
[Problems to be solved by the invention]
However, in the case of post-casting as described above, it is difficult to pierce the water stop plate into the floor concrete, and the water stop plate is supported by the floor concrete that has just been placed. There was a problem of causing misalignment and tilting.
[0004]
The present invention has been made in view of such a problem, and an object of the present invention is to provide a water stop structure that can sweep out the water stop plate and can be accurately installed on the rising portion at the lower end of the sash and a construction method thereof. is there.
[0005]
[Means for Solving the Problems]
The water stop structure at the lower end of the sash sash in the structure, which is a means for solving the above problems, has a water stop plate embedded from the rising portion of the lower end of the sash to the inside of the floor, and the water stop plate is appropriately The jointing material provided at every interval is inserted into the steel beam or the reinforcing steel sheath inside the floor and fixed to the steel beam or the steel reinforcing bar, and the jointing material has an adjusting nut for adjusting the installation height and level of the waterstop. The water stop plate provided is characterized in that a short plate of a predetermined length is formed by joining them in the length direction via a sealing material. The water stop plate includes an embossed steel plate.
The structure of the water stop structure at the lower end of the sweeping sash in the structure is to assemble a steel beam or slab reinforcing bar and formwork, and then install a water stop plate on the sheath pipe standing on the steel beam or slab reinforcing bar. After inserting the joining material and installing the water stop plate whose height and level are adjusted with the adjusting nut provided on the joining material in the place where it is placed from the rising part of the lower end of the sash to the inside of the floor, the formwork It is characterized by placing concrete in
[0006]
Since the water stop plate is fixed by the steel beam, it can be reliably and accurately installed at a predetermined location without being displaced or tilted when placing concrete. In addition, since the water stop plate can be installed with a sheath tube, anyone can easily install it on the site without requiring a skilled engineer. Moreover, it can form according to the length of a starting part in a field by connecting a short board and forming a water stop board. Further, the water stop plate can also be used as a sash anchor.
[0021]
DETAILED DESCRIPTION OF THE INVENTION
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS Embodiments of a water stop structure and a construction method for a lower end portion of a sweeping sash in a structure of the present invention will be described below with reference to the drawings. In the present embodiment, a water stop structure at the lower end of the sash in the steel reinforced concrete structure and a construction method thereof will be described.
[0022]
FIG. 1 is a sectional view of a balcony of a steel reinforced concrete structure, and FIG. 2 is an enlarged sectional view of the balcony.
[0023]
As shown in FIG. 1, the water stop structure 1 at the lower end of the sash is fixed to a steel beam 6 with a water stop plate 4 embedded from the rising portion 2 to the interior 3 of the floor by a joining material 5 such as a reinforcing bar. .
[0024]
As shown in FIG. 3, the water stop plate 4 is an embossed steel plate, and a bonding material 5 provided at appropriate intervals is fitted into the sheath tube 8 of the upper flange 7 in the steel beam 6 so as to be reliably and accurately fixed. ing. Therefore, the adhesive force with the concrete 9 is large, and the water stop performance is higher than the conventional water stop structure. An adjustment nut 10 is screwed onto the bonding material 5, thereby adjusting the installation height and levelness of the water stop plate 4. The water stop plate 4 may be a single plate, but may be formed by connecting short plates 4a and 4b as shown in FIG.
[0025]
(1) of FIG. 5 is a water stop plate 4 in which the fitting end portions 13 and 14 of the short plates 4a and 4b are fitted in the concave portions 11 and 12 at the ends of the short plates 4a and 4b. Further, the sealing material 15 provided in the recesses 11 and 12 enhances the water-stopping property. Further, (2) and (3) in the same figure show a stop formed by fitting the fitting recesses 18 and 19 of the other short plate 4b to the projections 16 and 17 provided at the end of one short plate 4a. The water plate 4 is different in that the protrusion 16 of (2) is a planar circle, whereas the protrusion 17 of (3) is a planar square. This water stop plate 4 also has the same water stop as described above. Further, the anchor bar 22b of the sash frame can be attached to the water stop plate 4 by welding or the like.
[0026]
Next, a construction method of a water stop structure using a single water stop plate will be described. First, the steel frame 6 and the slab reinforcing bar 20 are arranged to assemble the formwork, but the formwork of the rising portion is also assembled at the same time (not shown).
[0027]
As shown in FIGS. 2 and 3, a sheath pipe 8 erected on the fixing plate 21 is installed on the upper flange 7 of the steel beam 6 by welding or the like, and a joining material for the water stop plate 4 is attached to these sheath pipes 8. 5 is inserted. Thereafter, the adjustment nut 10 of the bonding material 5 is operated to adjust the height and level of the water stop plate 4, and the water stop plate 4 is installed at the boundary between the floor surface 22 and the rising portion 2. When the water stop plate 4 is formed by connecting the short plates 4a and 4b in FIG. 5, the short plate 4a and 4b are connected to each other from the beginning to form the water stop plate 4 and installed. There is a method of connecting and forming 4a and 4b one by one.
[0028]
After the water stop plate 4 is installed as described above, when the concrete 9 is placed in the formwork, the water stop structure 1 in which the water stop plate 4 is installed at the boundary between the floor surface 22 and the rising portion 2 is obtained. Built. Thus, since the water stop plate 4 is fixed by the steel beam 6, when placing the concrete 9, it can be reliably and accurately installed at a predetermined location without being shifted or inclined. Moreover, since the water stop plate 4 can be installed with the sheath tube 8, anyone can easily install it on the site without requiring a skilled engineer. Furthermore, by forming the water stop plate 4 by connecting the short plates 4a and 4b, the short plate 4a and 4b can be formed according to the length of the rising portion 2 at the site.
[0029]
In addition, in this Embodiment, although the water stop structure of the steel frame reinforced concrete structure and its construction method were demonstrated, it is performed also in a reinforced concrete structure with the same structure and the same construction method. In this case, the sheath tube 8 shall be installed in a reinforcing bar (not shown).
[0030]
【The invention's effect】
Since the water stop plate is fixed to the iron material, the installation accuracy from the rising portion to the inside of the floor is increased.
[0031]
The sweeping sash lower end portion in the reinforced concrete structure or the steel reinforced concrete structure can be formed into a highly accurate water stop structure.
[0032]
The adhesion of the waterstop to the concrete increases.
[0033]
Since the water stop plate is formed by joining short plates of a predetermined length, it is easy to transport to the site and the site construction is also easy.
[0034]
The vertical accuracy of the water stop plate can be increased.
[0035]
The water stop plate can be easily installed and the installation accuracy can be improved.
[0036]
The height and level of the water stop plate can be easily adjusted on site.
[0037]
When the concrete at the rising portion is placed in the mold, the water stop plate is not displaced or tilted, and can be installed reliably and accurately. Moreover, since the water stop plate can also be used as a sash anchor, it is effective. Furthermore, since it can be set after reinforcing bars are set and the formwork is set, it does not interfere with other operations.
[Brief description of the drawings]
FIG. 1 is a sectional view of a balcony of a steel reinforced concrete structure.
FIG. 2 is an enlarged cross-sectional view of a balcony.
FIG. 3 is a perspective view of installing a water stop plate on an upper flange of a steel beam.
FIG. 4 is a front view of a water stop plate.
5 (1) to (3) are plan views of a water stop plate formed by connecting short plates together. FIG.
FIG. 6 is a cross-sectional view of a conventional water stop structure.
[Explanation of symbols]
DESCRIPTION OF SYMBOLS 1 Water stop structure 2,25 Rising part 3 Floor inside 4,12 Water stop plate 4a Short plate 5 Joining material 6 Steel beam 7 Upper flange 8 Sheath pipe 9, 26 Concrete 10 Adjustment nut 11, 12 Recesses 13, 14 Fitting End 15 Sealing material 16, 17 Protrusion 18, 19 Fitting recess 20 Slab rebar 21 Fixing plate 22 Floor 23 Floor concrete

Claims (3)

掃き出しサッシ下端部の立ち上げ部から床内部にかけて止水板が埋設され、該止水板が、適宜間隔ごとに設けた接合材が床内部の鉄骨梁または鉄筋の鞘管に挿入されて鉄骨梁または鉄筋に固定され、前記接合材には止水板の設置高さや水平度を調整する調整ナットが設けられ、止水板は所定の長さの短板が長さ方向にシール材を介してつなぎ合わされて形成されたことを特徴とする構造物における掃き出しサッシ下端部の止水構造。A water stop plate is embedded from the lower end of the sash to the inside of the floor, and the water stop plate is inserted into a steel beam or a rebar sheath pipe inside the floor with a bonding material provided at appropriate intervals. Or it is fixed to a reinforcing bar, and the joint material is provided with an adjustment nut for adjusting the installation height and levelness of the water stop plate, and the water stop plate has a short plate of a predetermined length in the length direction through a seal material. A water stop structure at the lower end of a sash for a structure, which is formed by joining together . 止水板はエンボス鋼板であることを特徴とする請求項1に記載の構造物における掃き出しサッシ下端部の止水構造。 The water stop structure at the lower end of the sash in the structure according to claim 1, wherein the water stop plate is an embossed steel plate . 鉄骨梁やスラブ鉄筋の配筋と型枠とを組み立てた後、鉄骨梁またはスラブ鉄筋に立設した鞘管に止水板の接合材を挿入し、該接合材に設けた調整ナットで高さおよび水平度を調整した止水板を、掃き出しサッシ下端部の立ち上げ部から床内部にかけた箇所に設置した後、前記型枠にコンクリートを打設することを特徴とする構造物における掃き出しサッシ下端部の止水構造の構築方法。 After assembling the steel beam or slab reinforcing bar and the formwork, insert the waterstop joint into the sheath pipe standing on the steel beam or slab reinforcement, and adjust the height with the adjustment nut provided on the joint. And a water stop plate adjusted in level, installed in a place that extends from the rising portion of the lower end portion of the sash to the inside of the floor, and then casts concrete into the formwork, and the lower end of the sash in the structure To build a water-stop structure for the head.
JP10021599A 1999-04-07 1999-04-07 Water-stop structure at the bottom end of sweeping sash in structure and its construction method Expired - Fee Related JP3776254B2 (en)

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Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP10021599A JP3776254B2 (en) 1999-04-07 1999-04-07 Water-stop structure at the bottom end of sweeping sash in structure and its construction method

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Publication Number Publication Date
JP2000291164A JP2000291164A (en) 2000-10-17
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