JP5255257B2 - Exterior wall structure and construction method thereof - Google Patents

Exterior wall structure and construction method thereof Download PDF

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JP5255257B2
JP5255257B2 JP2007291477A JP2007291477A JP5255257B2 JP 5255257 B2 JP5255257 B2 JP 5255257B2 JP 2007291477 A JP2007291477 A JP 2007291477A JP 2007291477 A JP2007291477 A JP 2007291477A JP 5255257 B2 JP5255257 B2 JP 5255257B2
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wall panel
wall
water stop
gasket
pillar
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JP2009114800A (en
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佐千 中根
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Daiwa House Industry Co Ltd
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Daiwa House Industry Co Ltd
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本発明は外壁構造およびその構築方法に関する。さらに詳しくは、目地部の施工が簡素化される外壁構造およびその構築方法に関する。   The present invention relates to an outer wall structure and a construction method thereof. More specifically, the present invention relates to an outer wall structure that simplifies the construction of a joint part and a construction method thereof.

従来より、パネル化工法が適用された外壁構造K‘においては、施工の簡素化を図る観点から目地部に、図15に示すように、いわゆる乾式目地aが用いられている。   Conventionally, in the outer wall structure K ′ to which the panel conversion method is applied, as shown in FIG. 15, a so-called dry joint a is used at the joint from the viewpoint of simplifying the construction.

かかる乾式目地aの施工は、外壁パネル10‘,20’の組み付け完了後に、高所作業車や目地部に設けられた足場を利用し、柱C1‘,C2’などの躯体に設けられた目地取付部材bに乾式ガスケットcをクリップ留めすることによりなされている。   The construction of the dry joint a is performed after the assembly of the outer wall panels 10 ′ and 20 ′ is completed, using the scaffolding provided at the aerial work vehicle and joints, and the joints provided on the frames such as the columns C 1 ′ and C 2 ′. This is done by clipping a dry gasket c to the mounting member b.

しかしながら、従来の乾式目地aにおいては、外壁パネル10‘,20’の組み付け完了後に目地部の施工をなしているため、工期の長期化を招来しているという問題がある。   However, in the conventional dry joint a, since the joint portion is constructed after the assembly of the outer wall panels 10 'and 20' is completed, there is a problem that the construction period is prolonged.

また、高所作業車や目地部に設けられた足場を利用して施工しているため、施工コストの上昇を招来するとともに、外構の施工が目地の施工完了後にしなければならないという工程上の制約も招来しているという問題もある。   In addition, the construction work is carried out using the platform work platform and the scaffolding provided at the joints, which leads to an increase in construction costs and the construction of the exterior must be done after the joints are completed. There is also a problem that there are also restrictions.

さらに、乾式ガスケットcの寸法が一定であるところから、外壁パネル10‘,20’の組み付け公差が設計値に対して±2mmと厳しく設定されているため、外壁パネル10‘,20’の組み付け期間の長期化および組付コストの上昇を招来しているという問題もある。   Furthermore, since the dimensions of the dry gasket c are constant, the assembly tolerance of the outer wall panels 10 ′ and 20 ′ is set strictly as ± 2 mm with respect to the design value, so the assembly period of the outer wall panels 10 ′ and 20 ′ There is also a problem that this has led to an increase in assembly costs and an increase in assembly costs.

その上、乾式ガスケットcは変形しやすいので、据付時に取り扱いを誤ると変形して目地部の外観を損なうという問題もある。   In addition, since the dry gasket c is easily deformed, there is also a problem that the appearance of the joint portion is damaged if the dry gasket c is mishandled during installation.

本発明はかかる従来技術の課題に鑑みなされたものであって、外壁パネルの組付と同時に、目地部の施工も完了する外壁構造およびその構築方法を提供することを目的としている。   The present invention has been made in view of the problems of the prior art, and an object of the present invention is to provide an outer wall structure that completes construction of a joint portion at the same time that an outer wall panel is assembled and a method for constructing the outer wall structure.

本発明の外壁構造は、第1外壁パネルと、前記第1外壁パネルに隣接する第2外壁パネルと、前記第1外壁パネルが組み付けられる第1柱と、止水部とを備え、前記止水部は、チューブ状ガスケットと、前記チューブ状ガスケットと前記第1外壁パネルおよび前記第2外壁パネルの各内側角部との協働により同第1外壁パネルと同第2外壁パネルとの目地部を止水する1次止水部を含み、前記チューブ状ガスケットは、前記第1柱のほぼ中央に縦長に配設され、前記チューブ状ガスケットは、前記第1外壁パネルの外壁面材の内側側端部押圧状態で当接されるとともに、前記第2外壁パネルの外壁面材の内側側端部押圧状態で当接されることにより、前記目地部の止水をなすことを特徴とする。 The outer wall structure of the present invention includes a first outer wall panel, a second outer wall panel adjacent to the first outer wall panel, a first column to which the first outer wall panel is assembled, and a water stop portion. The portion includes a tubular gasket, and a joint portion of the first outer wall panel and the second outer wall panel in cooperation with the inner corner portions of the tubular gasket and the first outer wall panel and the second outer wall panel. Including a primary water stop portion for stopping water, and the tubular gasket is disposed vertically at a substantially center of the first pillar, and the tubular gasket is disposed on an inner side end of the outer wall surface material of the first outer wall panel. Rutotomoni parts are contact with the pressing state, the inner end of the outer wall surface material of the second outer wall panel by Rukoto is contact with a pressing state, characterized by forming a water stopping of the joint portion.

本発明の外壁構造においては、止水部はさらに2次止水部を含み、前記2次止水部は、第1柱に配設された2次止水材と、該2次止水材と協働して止水をなす第2外壁パネルに配設された第2外壁パネル側止水材とを有するのが好ましい。   In the outer wall structure of the present invention, the water stop portion further includes a secondary water stop portion, and the secondary water stop portion includes a secondary water stop material disposed on the first pillar, and the secondary water stop material. It is preferable to have a water stop material on the side of the second outer wall panel disposed on the second outer wall panel that forms a water stop in cooperation with.

また、本発明の外壁構造においては、外壁パネルが、外壁面材の側端内側角にL字状ガスケットを有するのが好ましい。   Moreover, in the outer wall structure of this invention, it is preferable that an outer wall panel has an L-shaped gasket in the side end inner corner of an outer wall surface material.

本発明の外壁構造の構築方法は、第1外壁パネルと、前記第1外壁パネルに隣接する第2外壁パネルと、前記第1外壁パネルが組み付けられる第1柱と、止水部とを備えてなる外壁構造の構築方法であって、前記止水部は、チューブ状ガスケットと、前記チューブ状ガスケットと前記第1外壁パネルおよび前記第2外壁パネルの各内側角部との協働により同第1外壁パネルと同第2外壁パネルとの目地部を止水する1次止水部を含み、前記第1柱のほぼ中央にチューブ状ガスケットを縦長に配設する手順と、前記チューブ状ガスケットに前記第1外壁パネルの外壁面材の内側側端部を押圧状態で当接させた状態で、同第1外壁パネルを前記第1柱に組み付ける手順と、前記チューブ状ガスケットに前記第2外壁パネルの外壁面材の内側側端部を押圧状態で当接させた状態で、同第2外壁パネルを前記第1柱に組み付ける手順とを含むことを特徴とする。 The construction method of the outer wall structure of the present invention includes a first outer wall panel, a second outer wall panel adjacent to the first outer wall panel, a first column to which the first outer wall panel is assembled, and a water stop portion. The water stop portion includes a tube-like gasket, and the tube-like gasket and the inner corner portions of the first outer wall panel and the second outer wall panel cooperate with each other. Including a primary water stop portion for stopping the joint portion between the outer wall panel and the second outer wall panel, and a procedure for vertically arranging a tubular gasket at substantially the center of the first pillar ; and A procedure for assembling the first outer wall panel to the first pillar in a state where the inner side end of the outer wall material of the first outer wall panel is in a pressed state, and the tube-shaped gasket on the second outer wall panel. Inner side edge of outer wall material In a state of being contact with a pressing state, characterized in that it comprises a procedure of assembling the same second outer wall panel to the first pillar.

本発明の外壁構造の構築方法においては、第1柱に2次止水材を配設する手順と、前記2次止水材と協働して止水をなす第2外壁パネル側止水材を第2外壁パネルに配設する手順とにより、2次止水部を形成するのが好ましい。   In the construction method of the outer wall structure of the present invention, a procedure for disposing a secondary water stop material on the first pillar and a second outer wall panel side water stop material that forms a water stop in cooperation with the secondary water stop material. It is preferable to form a secondary water stop part by the procedure which arrange | positions to a 2nd outer wall panel.

また、本発明の外壁構造の構築方法においては、外壁パネルの外壁面材の側端内側角にL字状ガスケットを配設する手順が付加されているのが好ましい。   Moreover, in the construction method of the outer wall structure of the present invention, it is preferable that a procedure for arranging an L-shaped gasket is added to the inner corner of the outer wall surface of the outer wall panel.

本発明によれば、外壁パネルの建て込みと同時に目地部の止水も完了するので、施工期間が短縮されるとともに、施工コストも低減されるという優れた効果が得られる。   According to the present invention, since the water stop of the joint portion is completed simultaneously with the erection of the outer wall panel, an excellent effect of shortening the construction period and reducing the construction cost can be obtained.

以下、添付図面を参照しながら本発明を実施形態に基づいて説明するが、本発明はかかる実施形態のみに限定されるものではない。   Hereinafter, although the present invention is explained based on an embodiment, referring to an accompanying drawing, the present invention is not limited only to this embodiment.

実施形態1
本発明の実施形態1に係る外壁構造Kの要部を図1および図2に示す。
Embodiment 1
The principal part of the outer wall structure K which concerns on Embodiment 1 of this invention is shown in FIG. 1 and FIG.

外壁構造Kは、図1および図2に示すように、躯体としての第1柱C1と、第1柱C1に組み付けられる第1外壁パネル10と、第1柱C1に例えばボルト留めにて一体化される第2柱C2を有する第2外壁パネル20と、外壁パネル10,20の側端部と柱C1.C2との止水をなす止水部30とを主要構成要素として備えてなるものとされる。なお、図示例においては、第1外壁パネル10は図中左側に配置され、第2外壁パネル20は図中右側に配置されているが、第1外壁パネル10が図中右側に配置され、第2外壁パネル20が図中左側に配置されてもよい。   As shown in FIGS. 1 and 2, the outer wall structure K is integrated with the first pillar C1 as a housing, the first outer wall panel 10 assembled to the first pillar C1, and the first pillar C1, for example, by bolting. The second outer wall panel 20 having the second pillar C2, the side end portions of the outer wall panels 10 and 20, and the pillars C1. The water stop part 30 which makes water stop with C2 shall be provided as a main component. In the illustrated example, the first outer wall panel 10 is arranged on the left side in the figure, and the second outer wall panel 20 is arranged on the right side in the figure, but the first outer wall panel 10 is arranged on the right side in the figure, Two outer wall panels 20 may be arranged on the left side in the figure.

止水部30は、具体的には、第1外壁パネル10と第2外壁パネル20との間隙、つまり目地部を止水する1次止水部40と、第2外壁パネル20側端部内面と第1柱C1の外面(外壁パネル取付面)との間の止水をなす2次止水部50とを備えてなるものとされる。   Specifically, the water stop portion 30 includes a primary water stop portion 40 that stops the gap between the first outer wall panel 10 and the second outer wall panel 20, that is, the joint portion, and an inner surface of the second outer wall panel 20 side end portion. And a secondary water stop portion 50 that forms a water stop between the first pillar C1 and the outer surface of the first column C1 (outer wall panel mounting surface).

1次止水部40は、第1柱C1の外面のほぼ中央に縦長に配設されたチューブ状ガスケット41と、第1外壁パネル10の外壁面材側端の内側角部に沿って配設された第1L字状ガスケット42と、第2外壁パネル20の外壁面材側端の内側角部に沿って配設された第2L字状ガスケット43とを含むものとされる。   The primary water blocking portion 40 is disposed along a tube-shaped gasket 41 disposed vertically at the substantially center of the outer surface of the first column C1 and along the inner corner of the first outer wall panel 10 on the outer wall surface side. The first L-shaped gasket 42 and the second L-shaped gasket 43 disposed along the inner corner of the outer wall surface material side end of the second outer wall panel 20 are included.

チューブ状ガスケット41は、弾力性を有する合成樹脂、例えばシリコンゴムを平板基底部を有するトンネル状、つまり頂部を円弧状に形成してなるものとされ、平板基底部が適宜手段、例えば両面テープにより第1柱C1の外面に取り付けられる。円弧状部の位置は、第1外壁パネル10および第2外壁パネル20が組み付けられた際に、円弧状部が第1L字状ガスケット42および第2L字状ガスケット43により押圧されて弾発変形して止水するように調整されている。   The tube-shaped gasket 41 is formed by forming a synthetic resin having elasticity, for example, silicon rubber in a tunnel shape having a flat plate base portion, that is, a top portion in an arc shape, and the flat plate base portion is appropriately formed by means such as double-sided tape. It is attached to the outer surface of the first pillar C1. When the first outer wall panel 10 and the second outer wall panel 20 are assembled, the arc-shaped portion is elastically deformed by being pressed by the first L-shaped gasket 42 and the second L-shaped gasket 43. It is adjusted to stop the water.

図3に、両面テープにより取り付ける場合のチューブ状ガスケットの例を断面図で示す。図3(a)に示す例においては、チューブ状ガスケット41の幅は、例えば18mmとされ、高さは19mmとされ、厚みは基底部41aが3mm程度とされ、トンネル状の頂部41bが2mm〜3mm程度とされる。   FIG. 3 is a cross-sectional view showing an example of a tubular gasket when it is attached with a double-sided tape. In the example shown in FIG. 3A, the width of the tubular gasket 41 is, for example, 18 mm, the height is 19 mm, the thickness is about 3 mm at the base portion 41a, and the tunnel-shaped top portion 41b is from 2 mm to 2 mm. It is about 3 mm.

図4に、ビス留めにより取り付ける場合のチューブ状ガスケット41Aの一例を断面図で示す。図4に示す例においては、基底部41aの両側にビス取付部41cが一体化形成されている。   FIG. 4 is a cross-sectional view showing an example of a tubular gasket 41A that is attached by screwing. In the example shown in FIG. 4, screw mounting portions 41c are integrally formed on both sides of the base portion 41a.

図5に、クリップ留めにより取り付ける場合のチューブ状ガスケット41Bの一例を断面図で示す。図5に示す例においては、基底部41a中央にクリップpを挿通する段付孔41dが貫通形成されている。   FIG. 5 is a cross-sectional view showing an example of a tubular gasket 41B that is attached by clip fastening. In the example shown in FIG. 5, a stepped hole 41d through which the clip p is inserted is formed through the center of the base portion 41a.

図6に、第1L字状ガスケット42の一例を断面図で示す。第1L字状ガスケット42は、弾力性を有する合成樹脂、例えばシリコンゴムからなるものとされ、図6に示すように、第1外壁パネル10の外壁面材の側端面に沿う部分の外面42aは、先細のテーパー状に形成されている。第2L字状ガスケット43は、第1L字状ガスケット42と左右対称とされている他は、第1L字状ガスケット42と同様とされている。   FIG. 6 is a sectional view showing an example of the first L-shaped gasket 42. The first L-shaped gasket 42 is made of a synthetic resin having elasticity, such as silicon rubber. As shown in FIG. 6, the outer surface 42a of the portion along the side end surface of the outer wall surface material of the first outer wall panel 10 is It is formed in a tapered shape. The second L-shaped gasket 43 is the same as the first L-shaped gasket 42 except that it is symmetrical with the first L-shaped gasket 42.

かかる構成とされたチューブ状ガスケット41は、第2外壁パネル20の組み付け方により変形の仕方が異なる。   The tubular gasket 41 having such a configuration differs in the manner of deformation depending on how the second outer wall panel 20 is assembled.

例えば、図7に示すように、第2外壁パネル20を屋外側から垂直方向に移動させながら組み付けた場合におけるチューブ状ガスケット41の変形を図8に模式的に示す。なお、図7において、柱C1,C2の大きさは作図の便宜上、誇張されている。   For example, as shown in FIG. 7, the deformation of the tubular gasket 41 when the second outer wall panel 20 is assembled while being moved in the vertical direction from the outdoor side is schematically shown in FIG. In FIG. 7, the sizes of the pillars C1 and C2 are exaggerated for convenience of drawing.

また、図9に示すように、第2外壁パネル20を屋外側から斜め横方向に移動させながら組み付けた場合におけるチューブ状ガスケット41の変形を図10に模式的に示す。なお、図9において、柱C1,C2の大きさは作図の便宜上、誇張されている。   Moreover, as shown in FIG. 9, the deformation | transformation of the tubular gasket 41 at the time of assembling | attaching, moving the 2nd outer wall panel 20 from the outdoor side to the diagonally horizontal direction is typically shown in FIG. In FIG. 9, the sizes of the pillars C1 and C2 are exaggerated for convenience of drawing.

このように、チューブ状ガスケット41の頂部41bを円弧状としているところから、第2外壁パネル20を垂直方向から組み付けることができるとともに、斜め横方向からも組み付けることができるので、建方の自由度が大きくなる。また、チューブ状ガスケット41の変形部は、おおむね第2外壁パネル20の裏側に隠れるとともに、第1および第2L字状ガスケット42、43の外壁パネル10、20の端面に沿う部分が先細に形成されているため、目地部の見栄えが悪くなるおそれもない。さらに、第2外壁パネル20は、チューブ状ガスケット41に当接さえすれば目地の止水がなし得るので、第2外壁パネル20の据付公差を従来より大きくすることができる。例えば、設計値に対して±4mmとすることができる。   Thus, since the top part 41b of the tubular gasket 41 is formed in an arc shape, the second outer wall panel 20 can be assembled from the vertical direction and can also be assembled from the oblique lateral direction. Becomes larger. In addition, the deformed portion of the tubular gasket 41 is generally hidden behind the second outer wall panel 20, and portions of the first and second L-shaped gaskets 42 and 43 along the end surfaces of the outer wall panels 10 and 20 are tapered. Therefore, there is no possibility that the appearance of the joint portion will deteriorate. Furthermore, since the joint of the second outer wall panel 20 can be stopped as long as it comes into contact with the tubular gasket 41, the installation tolerance of the second outer wall panel 20 can be made larger than that of the conventional one. For example, it can be ± 4 mm with respect to the design value.

2次止水部50は、第1柱C1の外面の第2外壁パネル20側でチューブ状ガスケット41に並設された撥水性合成樹脂、例えば撥水性ウレタン発泡体からなる角型の2次止水材51と、第2外壁パネル20の側端の内側に配設され前記2次止水材51と協働して止水をなす、第2外壁パネル側止水材52とを含むものとされる。ここで、第2外壁パネル側止水材52は、具体的には、両面テープにより固定された透湿防水シート21の端部とされる。   The secondary water stop portion 50 is a square secondary stop made of a water-repellent synthetic resin, for example, a water-repellent urethane foam, which is arranged in parallel with the tubular gasket 41 on the second outer wall panel 20 side of the outer surface of the first column C1. Including a water material 51 and a second outer wall panel side water stop material 52 disposed inside the side end of the second outer wall panel 20 and stopping water in cooperation with the secondary water stop material 51; Is done. Here, the 2nd outer wall panel side water stop material 52 is made into the edge part of the moisture-permeable waterproof sheet 21 specifically, fixed with the double-sided tape.

次に、かかる構成とされている外壁構造Kの各部の製作について説明する。   Next, manufacture of each part of the outer wall structure K having such a configuration will be described.

手順1:第1柱C1の外面のほぼ中央にチューブ状ガスケット41および2次止水材51を取り付ける。   Procedure 1: A tubular gasket 41 and a secondary water blocking material 51 are attached to substantially the center of the outer surface of the first column C1.

手順2:第1柱C1の外面に第1外壁パネル10を取り付ける。   Procedure 2: The first outer wall panel 10 is attached to the outer surface of the first pillar C1.

手順3:第1外壁パネル10の外壁面材の端部内側に第1L字状ガスケット42を取り付ける。この取付は、チューブ状ガスケット41を圧縮するようにしてなす。これにより、第1外壁パネル10側端部の止水が完了する。   Procedure 3: A first L-shaped gasket 42 is attached to the inside of the end of the outer wall surface material of the first outer wall panel 10. This attachment is performed by compressing the tubular gasket 41. Thereby, the water stop of the 1st outer wall panel 10 side edge part is completed.

手順4:第2外壁パネル20に第2柱C2を取り付ける。   Procedure 4: The second pillar C2 is attached to the second outer wall panel 20.

手順5:第2外壁パネル20の外壁面材の端部内側に第2L字状ガスケット43を取り付ける。   Procedure 5: A second L-shaped gasket 43 is attached to the inside of the end of the outer wall surface material of the second outer wall panel 20.

なお、手順1〜3と手順4および5は並列にされてもよい。   Note that steps 1 to 3 and steps 4 and 5 may be performed in parallel.

次に、かかる構成とされている外壁構造Kの施工について説明する。   Next, the construction of the outer wall structure K having such a configuration will be described.

手順11:第1外壁パネル10の取り付けられた第1柱C1を基礎に据え付け、第1外壁パネル10を建て込む。   Step 11: The first outer wall panel 10 is installed on the basis of the first pillar C1 to which the first outer wall panel 10 is attached.

手順12:第2外壁パネル20を屋外側から屋内側に引き込むようにして第2外壁パネル20を建て込む(図1および11参照)。   Procedure 12: The second outer wall panel 20 is built in such a manner that the second outer wall panel 20 is pulled in from the outdoor side to the indoor side (see FIGS. 1 and 11).

手順13:第2柱C2の脚部を基礎に据え付けるとともに、側面を第1柱C1にボルト留めする(図2および12参照)。これにより、目地部の止水および第2外壁パネル20と柱C1間の止水が完了する。   Procedure 13: Install the leg of the second pillar C2 on the foundation and bolt the side face to the first pillar C1 (see FIGS. 2 and 12). Thereby, the water stop of a joint part and the water stop between the 2nd outer wall panel 20 and the pillar C1 are completed.

このように、この実施形態1によれば、外壁パネル20の建込完了と同時に目地部の止水および柱C1と外壁パネル20との間の止水が完了する。このため、施工期間が著しく短縮されるとともに、施工コストが低減される。   Thus, according to this Embodiment 1, the water stop of the joint part and the water stop between the pillar C1 and the outer wall panel 20 are completed simultaneously with the completion of the construction of the outer wall panel 20. For this reason, while a construction period is shortened remarkably, construction cost is reduced.

また、外壁パネル10、20の建て込みが完了した後にただちに外構工事をなすことができるので、全体の工期も短縮される。その上、前述したように、第2外壁パネル20はチューブ状ガスケット41に当接してそれを圧縮さえすれば止水がなし得るので、据付公差を従来より大きくすることができる。また、これにより、据付コストの一層の低減が図られる。   Further, since the exterior work can be performed immediately after the installation of the outer wall panels 10 and 20 is completed, the entire construction period is shortened. In addition, as described above, the second outer wall panel 20 can stop water if it comes into contact with the tubular gasket 41 and compresses it, so that the installation tolerance can be made larger than before. Thereby, the installation cost can be further reduced.

さらに、先細テーパー状とされたL字状ガスケット42、43を設けているので、目地部の概観を損なうこともない。   Further, since the L-shaped gaskets 42 and 43 having a tapered shape are provided, the appearance of the joint portion is not impaired.

実施形態2
本発明の実施形態2に係る外壁構造の要部を図13に示す。
Embodiment 2
The principal part of the outer wall structure which concerns on Embodiment 2 of this invention is shown in FIG.

実施形態2は、図13に示すように、実施形態1におけるチューブ状ガスケット41の基底部の肉厚を、例えば図3(b)に示すように厚くして第1外壁パネル10および第2外壁パネル20の各外壁面材側端の内側角部との取り合い位置を調整し、それによりL字状ガスケット42、43を不要として構成の簡素化を図ってなるものとされる。   In the second embodiment, as shown in FIG. 13, the thickness of the base portion of the tubular gasket 41 in the first embodiment is increased, for example, as shown in FIG. The position of engagement with the inner corners of the outer wall surface material side end of the panel 20 is adjusted, thereby eliminating the need for the L-shaped gaskets 42 and 43 and simplifying the configuration.

なお、実施形態2のその余の構成は、実施形態1とほぼ同様とされているので、その詳細な説明は省略する。図中、符号Dは断熱材を示す。   Since the remaining configuration of the second embodiment is substantially the same as that of the first embodiment, detailed description thereof is omitted. In the figure, the symbol D indicates a heat insulating material.

このように、実施形態2においては、L字状ガスケットは不要とされているので、外壁パネル製造の製造コストが低減されるとともに、製造期間も短縮される。   Thus, in Embodiment 2, since the L-shaped gasket is unnecessary, the manufacturing cost for manufacturing the outer wall panel is reduced and the manufacturing period is also shortened.

以上、本発明を実施形態に基づいて説明してきたが、本発明はかかる実施形態のみに限定されるものではなく、種々改変が可能である。   As mentioned above, although this invention has been demonstrated based on embodiment, this invention is not limited only to this embodiment, A various change is possible.

例えば、チューブ状ガスケット41を、図14に示すように、基底部45とトンネル状部46とに分離し、トンネル状部46の弾力性の向上を図るようにしてもよい。   For example, the tubular gasket 41 may be separated into a base portion 45 and a tunnel-like portion 46 as shown in FIG. 14 so as to improve the elasticity of the tunnel-like portion 46.

また、第2柱C2に代えてフレームとされてもよい。   Further, it may be a frame instead of the second pillar C2.

本発明は、住宅や店舗などの建物の外壁に適用できる。   The present invention can be applied to the outer wall of a building such as a house or a store.

本発明の実施形態1に係る外壁構造の要部水平断面図であって、第2外壁パネルの建て込み完了前の状態を示す。It is a principal part horizontal sectional view of the outer wall structure which concerns on Embodiment 1 of this invention, Comprising: The state before completion of construction of a 2nd outer wall panel is shown. 同建て込み完了後の状態を示す。The state after completion of the installation is shown. チューブ状ガスケットの一例の断面図である。It is sectional drawing of an example of a tubular gasket. チューブ状ガスケットの他の例の断面図である。It is sectional drawing of the other example of a tubular gasket. チューブ状ガスケットのさらに他の例の断面図である。It is sectional drawing of the further another example of a tubular gasket. 第1L字状ガスケットの一例の断面図である。It is sectional drawing of an example of a 1st L-shaped gasket. 第2外壁パネルの建て込みの説明図であって、屋外側から垂直に移動させながら建て込む状態を示す。It is explanatory drawing of erection of a 2nd outer wall panel, Comprising: The state erected while moving vertically from the outdoor side is shown. 同建て込みによる場合のチューブ状ガスケットの変形状態の模式図である。It is a schematic diagram of the deformation | transformation state of the tubular gasket in the case of the same mounting. 第2外壁パネルの建て込みの説明図であって、屋外側から斜めに移動させながら建て込む状態を示す。It is explanatory drawing of erection of the 2nd outer wall panel, Comprising: The state erected while moving diagonally from the outdoor side is shown. 同建て込みによる場合のチューブ状ガスケットの変形状態の模式図である。It is a schematic diagram of the deformation | transformation state of the tubular gasket in the case of the same mounting. 本発明の実施形態1に係る外壁構造の施工手順の説明図であって、第2外壁パネルの建て込んでいる状態を示す。It is explanatory drawing of the construction procedure of the outer wall structure which concerns on Embodiment 1 of this invention, Comprising: The state which has built in the 2nd outer wall panel is shown. 本発明の実施形態1に係る外壁構造の施工手順の説明図であって、第2外壁パネルの建て込んだ状態を示す。It is explanatory drawing of the construction procedure of the outer wall structure which concerns on Embodiment 1 of this invention, Comprising: The state which built in the 2nd outer wall panel is shown. 本発明の実施形態2の外壁構造の図1相当図である。It is the FIG. 1 equivalent view of the outer wall structure of Embodiment 2 of this invention. チューブ状ガスケットのさらに他の例の断面図である。It is sectional drawing of the further another example of a tubular gasket. 従来の外壁構造の図2相当図である。FIG. 3 is a view corresponding to FIG. 2 showing a conventional outer wall structure.

符号の説明Explanation of symbols

10 第1外壁パネル
20 第2外壁パネル
21 透湿防水シート
30 止水部
40 1次止水部
41 チューブ状ガスケット
42 第1L字状ガスケット
43 第2L字状ガスケット
50 2次止水部
51 2次止水部材
52 第2外壁パネル側止水材
K 外壁構造
C1 第1柱
C2 第2柱
DESCRIPTION OF SYMBOLS 10 1st outer wall panel 20 2nd outer wall panel 21 Moisture-permeable waterproof sheet 30 Water stop part 40 Primary water stop part 41 Tube-shaped gasket 42 1st L-shaped gasket 43 2nd L-shaped gasket 50 Secondary water stop part 51 Secondary Water stop member 52 Water stop material on the second outer wall panel side K Outer wall structure C1 First pillar C2 Second pillar

Claims (6)

第1外壁パネルと、前記第1外壁パネルに隣接する第2外壁パネルと、前記第1外壁パネルが組み付けられる第1柱と、止水部とを備え、
前記止水部は、チューブ状ガスケットと、前記チューブ状ガスケットと前記第1外壁パネルおよび前記第2外壁パネルの各内側角部との協働により同第1外壁パネルと同第2外壁パネルとの目地部を止水する1次止水部を含み、
前記チューブ状ガスケットは、前記第1柱のほぼ中央に縦長に配設され、
前記チューブ状ガスケットは、前記第1外壁パネルの外壁面材の内側側端部押圧状態で当接されるとともに、前記第2外壁パネルの外壁面材の内側側端部押圧状態で当接されることにより、前記目地部の止水をなす
ことを特徴とする外壁構造。
A first outer wall panel; a second outer wall panel adjacent to the first outer wall panel; a first pillar to which the first outer wall panel is assembled; and a water stop portion.
The water stop portion includes a tube-shaped gasket, and the tube-shaped gasket and the first outer wall panel and the second outer wall panel in cooperation with the inner corners of the first outer wall panel and the second outer wall panel . Including a primary water stop to stop the joint,
The tubular gasket is disposed vertically in the approximate center of the first pillar,
The tubular gasket, said inner side end portion of the outer wall surface material of the first outer side wall panels are in contact with the pressing state Rutotomoni, inner side end portion of the outer wall surface material of the second outer wall panel abutting a pressing state to the outer wall structure, characterized in that the Rukoto, forming a water stopping of the joint portion.
止水部はさらに2次止水部を含み、
前記2次止水部は、第1柱に配設された2次止水材と、該2次止水材と協働して止水をなす第2外壁パネルに配設された第2外壁パネル側止水材とを有することを特徴とする請求項1記載の外壁構造。
The water stop part further includes a secondary water stop part,
The secondary water stop portion includes a secondary water stop member disposed on the first pillar, and a second outer wall disposed on a second outer wall panel that forms a water stop in cooperation with the secondary water stop member. The outer wall structure according to claim 1, further comprising a panel-side water blocking material.
外壁パネルが、外壁面材の側端内側角にL字状ガスケットを有することを特徴とする請求項1記載の外壁構造。 The outer wall structure according to claim 1, wherein the outer wall panel has an L-shaped gasket at an inner side corner of the outer wall surface material. 第1外壁パネルと、前記第1外壁パネルに隣接する第2外壁パネルと、前記第1外壁パネルが組み付けられる第1柱と、止水部とを備えてなる外壁構造の構築方法であって、
前記止水部は、チューブ状ガスケットと、前記チューブ状ガスケットと前記第1外壁パネルおよび前記第2外壁パネルの各内側角部との協働により同第1外壁パネルと同第2外壁パネルとの目地部を止水する1次止水部を含み、
前記第1柱のほぼ中央にチューブ状ガスケットを縦長に配設する手順と、
前記チューブ状ガスケットに前記第1外壁パネルの外壁面材の内側側端部を押圧状態で当接させた状態で、同第1外壁パネルを前記第1柱に組み付ける手順と、
前記チューブ状ガスケットに前記第2外壁パネルの外壁面材の内側側端部を押圧状態で当接させた状態で、同第2外壁パネルを前記第1柱に組み付ける手順
とを含むことを特徴とする外壁構造の構築方法。
A construction method of an outer wall structure comprising: a first outer wall panel; a second outer wall panel adjacent to the first outer wall panel; a first pillar to which the first outer wall panel is assembled; and a water stop portion.
The water stop portion includes a tube-shaped gasket, and the tube-shaped gasket and the first outer wall panel and the second outer wall panel in cooperation with the inner corners of the first outer wall panel and the second outer wall panel . Including a primary water stop to stop the joint,
A procedure in which a tube-shaped gasket is disposed vertically in the approximate center of the first pillar;
A procedure for assembling the first outer wall panel to the first pillar in a state where the inner side end of the outer wall surface material of the first outer wall panel is brought into contact with the tubular gasket in a pressed state;
And a step of assembling the second outer wall panel to the first column in a state where the inner side end portion of the outer wall surface material of the second outer wall panel is brought into contact with the tubular gasket in a pressed state. To build the outer wall structure.
第1柱に2次止水材を配設する手順と、前記2次止水材と協働して止水をなす第2外壁パネル側止水材を第2外壁パネルに配設する手順とにより、2次止水部を形成することを特徴とする請求項4記載の外壁構造の構築方法。 A procedure for disposing a secondary water-stopping material on the first pillar, and a procedure for disposing a water-stopping material on the second outer wall panel side that forms a water stop in cooperation with the secondary water-stopping material, The method for constructing the outer wall structure according to claim 4, wherein a secondary water stop is formed. 外壁パネルの外壁面材の側端内側角にL字状ガスケットを配設する手順が付加されていることを特徴とする請求項4記載の外壁構造の構築方法。 The method for constructing an outer wall structure according to claim 4, further comprising a step of arranging an L-shaped gasket at an inner side corner of the outer wall surface material of the outer wall panel.
JP2007291477A 2007-11-09 2007-11-09 Exterior wall structure and construction method thereof Expired - Fee Related JP5255257B2 (en)

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