JP3996826B2 - Wife wall panels - Google Patents

Wife wall panels Download PDF

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Publication number
JP3996826B2
JP3996826B2 JP2002272235A JP2002272235A JP3996826B2 JP 3996826 B2 JP3996826 B2 JP 3996826B2 JP 2002272235 A JP2002272235 A JP 2002272235A JP 2002272235 A JP2002272235 A JP 2002272235A JP 3996826 B2 JP3996826 B2 JP 3996826B2
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Prior art keywords
wall panel
panel
building
view
end wall
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JP2004108010A (en
Inventor
一利 河原崎
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Sekisui Chemical Co Ltd
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Sekisui Chemical Co Ltd
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Description

【０００１】
【発明の属する技術分野】
本発明はユニット建物に用いて好適な妻壁パネルに関する。
【０００２】
【従来の技術】
ユニット建物は、特許文献１に記載の如く、複数の建物ユニットを隣接設置し、各建物ユニットの上部に妻壁パネルを介して屋根パネルを搭載している。
【０００３】
【特許文献１】
特公昭61-1583号公報
【０００４】
【発明が解決しようとする課題】
特許文献１では、妻壁パネルが対応する建物ユニット毎に分割されており、相隣る妻壁パネルの境界では柱材の重複を生じ、コスト高になる。また、１戸の建物に用いる妻壁パネルの総数も多くなり、建築現場での妻壁パネルの吊り上げ回数も多く、妻壁パネル相互の接続工数も必要とし、現地施工工数も多い。
【０００５】
本発明の課題は、妻壁パネルを用いるユニット建物の構造の簡素化と、施工の簡素化を図ることにある。
【０００６】
【課題を解決するための手段】
請求項１の発明は、複数の建物ユニットと、壁枠組に壁面材を取着してなる妻壁パネルと、たる木を有する屋根パネルと、を備えるユニット建物であって、前記妻壁パネルは、相隣る建物ユニットの境界の上部に対応する位置に柱材を有し、該柱材には、前記たる木を支持するたる木受が取り付けられるとともに、前記壁面材は、前記柱材を挟んだ両側に跨って形成されるようにしたものである。
【０００７】
請求項２の発明は、請求項１の発明において更に、前記柱材の上端部を前記壁面材の上縁より低くし、該上端部を梁受け部として用いるようにしたものである。
【０００８】
請求項３の発明は、請求項１又は２の発明において更に、前記柱材の上端部に吊り上げ用金物を設けたものである。
【０００９】
【作用】
請求項１の発明によれば下記▲１▼、▲２▼の作用がある。
▲１▼妻壁パネルを複数の建物ユニットに跨って設置し、妻壁パネルの上の屋根荷重を柱材で受け、建物ユニットの柱材へ伝達する。
【００１０】
▲２▼妻壁パネルが建物ユニット毎に分割されないから、柱材の重複を解消し、コスト低減できる。また、１戸の建物に用いる妻壁パネルの総数が少なくなり、建築現場での妻壁パネルの吊り上げ回数、接続工数も少なく、現地施工工数を低減できる。
【００１１】
請求項２の発明によれば下記▲３▼の作用がある。
▲３▼妻壁パネルにおける柱材の上端部を壁面材の上縁より低くし、該上端部を梁受け部として用いることにより、妻壁パネルに設けた柱材への棟梁、たる木受の組込み確実容易を図ることができる。
【００１２】
請求項３の発明によれば下記▲４▼の作用がある。
▲４▼妻壁パネルの柱材の上端部に吊り上げ用金物を設けることにより、妻壁パネルの吊り上げの確実容易を図ることができる。
【００１３】
【発明の実施の形態】
図１は妻壁パネル（壁面材取着前）と建物ユニットを示す正面図、図２は妻壁パネル（壁面材取着済）を示す正面図、図３は妻壁パネルの柱材を示し、（Ａ）は斜視図、（Ｂ）は要部正面図、（Ｃ）は要部平面図、図４は妻壁パネルの吊り込み固定工程を示し、（Ａ）は吊り込み状態を示す斜視図、（Ｂ）は固定状態を示す斜視図、図５は妻壁パネルへの棟梁の吊り込み工程を示し、（Ａ）は全体斜視図、（Ｂ）は棟梁の斜視図、図６は妻壁パネルへのたる木受の吊り込み工程を示す斜視図、図７は妻壁パネルへの屋根パネルの吊り込み工程を示し、（Ａ）は屋根パネルの斜視図、（Ｂ）は全体斜視図、（Ｃ）は妻壁パネルと屋根パネルの接合構造を示す側面図、図８は棟梁への屋根パネルの接合構造を示し、（Ａ）は正面図、（Ｂ）は接合過程を示す斜視図である。
【００１４】
本発明が適用されるユニット建物１は、複数の建物ユニット１０を隣接設置し、各建物ユニット１０の上部に妻壁パネル２０を介して屋根パネル５０を搭載したものである。
【００１５】
建物ユニット１０は、床パネル１１の外縁部に壁パネル１２を立設して構成される（図４）。壁パネル１２は、壁枠組１３の内外面に壁面材１４を取着して構成される。壁枠組１３は、柱材１３Ａの上下に上枠材１３Ｂと下枠材１３Ｃ（不図示）を接合して構成される（図１）。
【００１６】
妻壁パネル２０は、図１に示す如く、複数の建物ユニット１０に跨って設置され、図１に示す壁枠組２１の内外面に、図２に示す壁面材２２を取着して構成される。壁枠組２１は、縦枠材２１Ａと斜め状上枠材２１Ｂと水平状下枠材２１Ｃを有し、縦枠材２１Ａの一部に柱材２３、２４、２５を含む。
【００１７】
柱材２３は、妻壁パネル２０の棟部に配置される。柱材２３の上端部は、相隣る両側の縦枠材２１Ａ、２１Ａの上縁、換言すればそれらの縦枠材２１Ａに貼着される壁面材２２の上縁より低く設定され、棟梁３０のための梁受け部２３Ａとされる。
【００１８】
柱材２４（柱材２５も同じ）は、妻壁パネル２０の下部で相隣る建物ユニット１０、１０の境界の上部に対応する位置に配置される。柱材２４の上端部は、相隣る両側の縦枠材２１Ａ、２１Ａの上縁、換言すればそれらの縦枠材２１Ａに貼着される壁面材２２の上縁より低く設定され、たる木受４０のための梁受け部２４Ａとされる。柱材２５も同様の梁受け部２５Ａを備える。
【００１９】
柱材２４（柱材２５も同じ）は、図３に示す如く、縦枠材２４Ａ、２４Ａとかい木２４Ｂを有し、両縦枠材２４Ａの上端部間に吊り上げ用金物２６を挟み、かつ両縦枠材２４Ａにボルト２４Ｃによって吊り上げ用金物２６を連結している。２６Ａはナットである。
【００２０】
ユニット建物１の構築手順は以下の如くになる（図４〜図８）。
(1)複数の建物ユニット１０を建築現場の基礎上に据付け、相隣る建物ユニット１０の壁パネル１２の上端面に、それらの壁パネル１２に跨るように掛け渡される継ぎ枠材１５を接合する（図４）。
【００２１】
(2)妻壁パネル２０の柱材２４、２５の吊り上げ用金物２６に取着した吊り具６０を用いて、妻壁パネル２０を複数の建物ユニット１０に跨る継ぎ枠材１５の上に吊り下ろす。妻壁パネル２０の下枠材２１Ｃを建物ユニット１０の継ぎ枠材１５、上枠材１３Ｂに釘打ち固定する（図４）。
【００２２】
(3)棟梁３０を妻壁パネル２０の柱材２３の梁受け部２３Ａに吊り込み固定する（図５）。棟梁３０は妻壁パネル２０から外方へ突出るケラバ３１を両端部に有する。棟梁３０はパネル受３２を両側面にビス止めされて備える。
【００２３】
(4)たる木受４０を妻壁パネル２０の柱材２４、２５の梁受け部２４Ａ、２５Ａに吊り込み固定する（図６）。
【００２４】
(5)屋根パネル５０を妻壁パネル２０、棟梁３０、たる木受４０に吊り込み固定する（図７、図８）。屋根パネル５０は、図７に示す如く、たる木５１Ａと腕木５１Ｂからなる屋根枠組５１の外面に屋根面材５２を取着して構成され、爪状の棟係止部５１Ｃを屋根枠組５１の上端部に備える。屋根パネル５０は、屋根枠組５１に取着した吊り具６０を用いて吊り下ろされ、棟係止部５１Ｃを棟梁３０のパネル受け３２に引掛け係止し（図８）、たる木５１Ａを妻壁パネル２０の上枠材２１Ｂ、たる木受４０に載せ、それらの壁枠組２１、棟梁３０、たる木受４０に釘打ち固定する（図７）。屋根パネル５０の腕木５１Ｂと妻壁パネル２０の上枠材２１Ｂとは、それらに釘打ち固定されるジョイント金物７０により接合される（図７）。
【００２５】
本実施形態によれば以下の作用がある。
▲１▼妻壁パネル２０を複数の建物ユニット１０に跨って設置し、妻壁パネル２０の上の屋根荷重を柱材２４、２５で受け、建物ユニット１０の柱材１３Ａへ伝達する。
【００２６】
▲２▼妻壁パネル２０が建物ユニット１０毎に分割されないから、柱材２３〜２５の重複を解消し、コスト低減できる。また、１戸の建物１に用いる妻壁パネル２０の総数が少なくなり、建築現場での妻壁パネル２０の吊り上げ回数、接続工数も少なく、現地施工工数を低減できる。
【００２７】
▲３▼妻壁パネル２０における柱材２３〜２５の上端部を壁面材２２の上縁より低くし、該上端部を梁受け部２３Ａ〜２５Ａとして用いることにより、妻壁パネル２０に設けた柱材２３への棟梁３０の組込み、柱材２４、２５へのたる木受４０の組込みの確実容易を図ることができる。
【００２８】
▲４▼妻壁パネル２０の柱材２４、２５の上端部に吊り上げ用金物２６を設けることにより、妻壁パネル２０の吊り上げの確実容易を図ることができる。
【００２９】
以上、本発明の実施の形態を図面により詳述したが、本発明の具体的な構成はこの実施の形態に限られるものではなく、本発明の要旨を逸脱しない範囲の設計の変更等があっても本発明に含まれる。
【００３０】
【発明の効果】
本発明によれば、妻壁パネルを用いるユニット建物の構造の簡素化と、施工の簡素化を図ることができる。
【図面の簡単な説明】
【図１】図１は妻壁パネル（壁面材取着前）と建物ユニットを示す正面図である。
【図２】図２は妻壁パネル（壁面材取着済）を示す正面図である。
【図３】図３は妻壁パネルの柱材を示し、（Ａ）は斜視図、（Ｂ）は要部正面図、（Ｃ）は要部平面図である。
【図４】図４は妻壁パネルの吊り込み固定工程を示し、（Ａ）は吊り込み状態を示す斜視図、（Ｂ）は固定状態を示す斜視図である。
【図５】図５は妻壁パネルへの棟梁の吊り込み工程を示し、（Ａ）は全体斜視図、（Ｂ）は棟梁の斜視図である。
【図６】図６は妻壁パネルへのたる木受の吊り込み工程を示す斜視図である。
【図７】図７は妻壁パネルへの屋根パネルの吊り込み工程を示し、（Ａ）は屋根パネルの斜視図、（Ｂ）は全体斜視図、（Ｃ）は妻壁パネルと屋根パネルの接合構造を示す側面図である。
【図８】図８は棟梁への屋根パネルの接合構造を示し、（Ａ）は正面図、（Ｂ）は接合過程を示す斜視図である。
【符号の説明】
１０ 建物ユニット
２０ 妻壁パネル
２１ 壁枠組
２２ 壁面材
２３、２４、２５ 柱材
２３Ａ、２４Ａ、２５Ａ 梁受け部
２６ 吊り上げ用金物[0001]
BACKGROUND OF THE INVENTION
The present invention relates to a wife wall panel suitable for use in a unit building.
[0002]
[Prior art]
As described in Patent Document 1, a unit building has a plurality of building units adjacent to each other, and a roof panel is mounted on the upper part of each building unit via a gable wall panel.
[0003]
[Patent Document 1]
Japanese Patent Publication No. 61-1583 [0004]
[Problems to be solved by the invention]
In patent document 1, the end wall panel is divided | segmented for every corresponding building unit, and duplication of pillar material arises in the boundary of the adjacent end wall panel, and it becomes high cost. In addition, the total number of wife wall panels used in a single building is increased, the number of times the wife wall panels are lifted at the construction site, the number of man-hours for connecting the wall walls to each other is required, and the number of man-hours for local construction is also large.
[0005]
The subject of this invention is aiming at simplification of the structure of a unit building using a wife wall panel, and simplification of construction.
[0006]
[Means for Solving the Problems]
The invention according to claim 1, and a plurality of building unit, and wife wall panels formed by attaching the wall material to the wall framework, a unit building comprising a roof panel, the with rafters, the wife wall panels, A column member is provided at a position corresponding to the upper part of the boundary between adjacent building units, and a barrel holder that supports the rafter is attached to the column member, and the wall surface member is disposed on both sides of the column member. It is formed so as to straddle .
[0007]
According to a second aspect of the present invention, in the first aspect of the invention, the upper end portion of the column member is made lower than the upper edge of the wall surface material, and the upper end portion is used as a beam receiving portion.
[0008]
According to a third aspect of the present invention, in the first or second aspect of the present invention, a lifting hardware is provided at the upper end of the column member.
[0009]
[Action]
According to the first aspect of the invention, the following effects (1) and (2) are obtained.
(1) Install the end wall panel across multiple building units, receive the roof load on the end wall panel with the column material, and transmit it to the column material of the building unit.
[0010]
(2) Since the end wall panel is not divided for each building unit, it is possible to eliminate duplication of pillar materials and reduce costs. In addition, the total number of wife wall panels used in a single building is reduced, the number of lifting of the wife wall panels at the construction site, and the number of connection man-hours are reduced, reducing the number of local construction man-hours.
[0011]
According to the invention of claim 2, there is the following effect (3).
(3) The upper end of the pillar material in the end wall panel is made lower than the upper edge of the wall surface material, and the upper end portion is used as a beam receiving portion, so that the ridge beam and the rafter support are incorporated into the pillar material provided on the end wall panel. Certainty can be easily achieved.
[0012]
The invention according to claim 3 has the following effect (4).
{Circle around (4)} The lifting of the end wall panel can be facilitated reliably by providing a lifting hardware at the upper end of the column member of the end wall panel.
[0013]
DETAILED DESCRIPTION OF THE INVENTION
Fig. 1 is a front view showing the end wall panel (before wall surface material attachment) and the building unit, Fig. 2 is a front view showing the end wall panel (wall surface material already attached), and Fig. 3 shows the pillar material of the end wall panel. , (A) is a perspective view, (B) is a front view of the main part, (C) is a plan view of the main part, FIG. 4 shows a process of hanging and fixing the end wall panel, and (A) is a perspective view showing a suspended state. Fig. 5 (B) is a perspective view showing a fixed state, Fig. 5 is a process of suspending a ridge beam on a wife wall panel, (A) is an overall perspective view, (B) is a perspective view of the ridge beam, and Fig. 6 is a wife. FIG. 7 is a perspective view showing a process of suspending a lumber receiver on a wall panel, FIG. 7 shows a process of suspending a roof panel on a wife wall panel, (A) is a perspective view of the roof panel, and (B) is an overall perspective view; (C) is a side view showing the joint structure of the end wall panel and the roof panel, FIG. 8 shows the joint structure of the roof panel to the building beam, (A) is a front view, and (B) is the joint. It is a perspective view showing a degree.
[0014]
In the unit building 1 to which the present invention is applied, a plurality of building units 10 are installed adjacent to each other, and a roof panel 50 is mounted on the upper part of each building unit 10 via a wall panel 20.
[0015]
The building unit 10 is configured by standing a wall panel 12 on the outer edge of the floor panel 11 (FIG. 4). The wall panel 12 is configured by attaching wall materials 14 to the inner and outer surfaces of the wall frame 13. The wall frame 13 is configured by joining an upper frame member 13B and a lower frame member 13C (not shown) on the top and bottom of the column member 13A (FIG. 1).
[0016]
As shown in FIG. 1, the end wall panel 20 is installed across a plurality of building units 10, and is configured by attaching wall materials 22 shown in FIG. 2 to the inner and outer surfaces of the wall frame assembly 21 shown in FIG. 1. . The wall frame 21 has a vertical frame member 21A, an oblique upper frame member 21B, and a horizontal lower frame member 21C, and includes column members 23, 24, and 25 in a part of the vertical frame member 21A.
[0017]
The column member 23 is disposed in the ridge portion of the end wall panel 20. The upper end portion of the column member 23 is set lower than the upper edges of the vertical frame members 21A and 21A on both sides adjacent to each other, in other words, the upper edge of the wall surface material 22 adhered to the vertical frame members 21A. This is a beam receiving portion 23A.
[0018]
The column member 24 (the column member 25 is the same) is disposed at a position corresponding to the upper part of the boundary between the adjacent building units 10 and 10 at the lower part of the end wall panel 20. The upper end portion of the column member 24 is set lower than the upper edges of the vertical frame members 21A and 21A on both sides adjacent to each other, in other words, the upper edge of the wall surface material 22 attached to the vertical frame members 21A. 40A is a beam receiving portion 24A for 40. The column member 25 also includes a similar beam receiving portion 25A.
[0019]
As shown in FIG. 3, the column member 24 (the column member 25 also has vertical frame members 24A and 24A and a brace 24B, sandwiching a lifting hardware 26 between the upper ends of both vertical frame members 24A, and Lifting hardware 26 is connected to both vertical frame members 24A by bolts 24C. 26A is a nut.
[0020]
The construction procedure of the unit building 1 is as follows (FIGS. 4 to 8).
(1) A plurality of building units 10 are installed on the foundation of a building site, and a joint frame member 15 spanned across the wall panels 12 is joined to the upper end surfaces of the wall panels 12 of adjacent building units 10. (FIG. 4).
[0021]
(2) The wife wall panel 20 is suspended on the joint frame material 15 straddling the plurality of building units 10 by using the lifting tool 60 attached to the lifting hardware 26 of the pillar members 24 and 25 of the wife wall panel 20. . The lower frame member 21C of the end wall panel 20 is nail-fixed to the joint frame member 15 and the upper frame member 13B of the building unit 10 (FIG. 4).
[0022]
(3) The ridge beam 30 is suspended and fixed to the beam receiving portion 23A of the column member 23 of the end wall panel 20 (FIG. 5). The master beam 30 has kerabas 31 projecting outward from the end wall panel 20 at both ends. The master beam 30 is provided with a panel support 32 screwed to both sides.
[0023]
(4) The rafter 40 is suspended and fixed to the beam receiving portions 24A and 25A of the column members 24 and 25 of the end wall panel 20 (FIG. 6).
[0024]
(5) The roof panel 50 is suspended and fixed to the end wall panel 20, the ridge beam 30, and the rafter 40 (FIGS. 7 and 8). As shown in FIG. 7, the roof panel 50 is configured by attaching a roof surface material 52 to the outer surface of the roof frame 51 composed of the rafters 51 </ b> A and the braces 51 </ b> B. Prepare for the department. The roof panel 50 is suspended by using a hanging tool 60 attached to the roof frame 51, and the ridge locking portion 51C is hooked and locked on the panel receiver 32 of the ridge beam 30 (FIG. 8). The panel 20 is placed on the upper frame 21B and the rafter 40, and is fixed to the wall frame 21, the ridge beam 30, and the rafter 40 by nailing (FIG. 7). The arms 51B of the roof panel 50 and the upper frame member 21B of the end wall panel 20 are joined by a joint hardware 70 that is nail-fixed to them (FIG. 7).
[0025]
According to this embodiment, there are the following operations.
(1) The end wall panel 20 is installed across the plurality of building units 10, the roof load on the end wall panel 20 is received by the column members 24, 25, and transmitted to the column member 13 A of the building unit 10.
[0026]
(2) Since the end wall panel 20 is not divided for each building unit 10, the duplication of the pillars 23 to 25 can be eliminated, and the cost can be reduced. In addition, the total number of the wife wall panels 20 used in one building 1 is reduced, the number of lifting of the wife wall panels 20 at the construction site, and the number of connecting man-hours are small, and the number of on-site construction man-hours can be reduced.
[0027]
(3) Columns provided on the end wall panel 20 by making the upper ends of the column members 23 to 25 lower than the upper edge of the wall surface member 22 and using the upper end portions as beam receiving portions 23A to 25A. It is possible to ensure the ease of assembling the master beam 30 into the material 23 and assembling the rafter 40 into the column members 24 and 25.
[0028]
(4) By providing the lifting hardware 26 at the upper ends of the column members 24 and 25 of the end wall panel 20, it is possible to easily lift the end wall panel 20.
[0029]
Although the embodiment of the present invention has been described in detail with reference to the drawings, the specific configuration of the present invention is not limited to this embodiment, and there are design changes and the like without departing from the gist of the present invention. Is included in the present invention.
[0030]
【The invention's effect】
ADVANTAGE OF THE INVENTION According to this invention, simplification of the structure of a unit building using a wife wall panel and simplification of construction can be achieved.
[Brief description of the drawings]
FIG. 1 is a front view showing a wife wall panel (before wall surface material attachment) and a building unit.
FIG. 2 is a front view showing a wife wall panel (wall surface material already attached).
FIGS. 3A and 3B show columnar members of the end wall panel, where FIG. 3A is a perspective view, FIG. 3B is a front view of the main part, and FIG. 3C is a plan view of the main part.
FIGS. 4A and 4B show a process for fixing a wife wall panel, FIG. 4A is a perspective view showing a suspended state, and FIG. 4B is a perspective view showing a fixed state.
FIGS. 5A and 5B show a process of suspending a ridge beam on the end wall panel, where FIG. 5A is an overall perspective view and FIG. 5B is a perspective view of the ridge beam.
FIG. 6 is a perspective view showing a process of suspending a wooden receiver on the end wall panel.
FIGS. 7A and 7B show a process of suspending the roof panel on the end wall panel. FIG. 7A is a perspective view of the roof panel, FIG. 7B is an overall perspective view, and FIG. It is a side view which shows a junction structure.
FIGS. 8A and 8B show a bonding structure of a roof panel to a ridge beam, where FIG. 8A is a front view and FIG. 8B is a perspective view showing a bonding process.
[Explanation of symbols]
DESCRIPTION OF SYMBOLS 10 Building unit 20 End wall panel 21 Wall frame structure 22 Wall material 23, 24, 25 Column material 23A, 24A, 25A Beam receiving part 26 Lifting hardware

Claims (3)

複数の建物ユニットと、壁枠組に壁面材を取着してなる妻壁パネルと、たる木を有する屋根パネルと、を備えるユニット建物であって、
前記妻壁パネルは、相隣る建物ユニットの境界の上部に対応する位置に柱材を有し、
該柱材には、前記たる木を支持するたる木受が取り付けられるとともに、
前記壁面材は、前記柱材を挟んだ両側に跨って形成されることを特徴とするユニット建物。A plurality of building unit, and wife wall panels formed by attaching the wall material to the wall framework, a unit building comprising a roof panel having rafters, a,
The end wall panel has a pillar material at a position corresponding to the upper part of the boundary between adjacent building units,
The column member is attached with a rafter holder that supports the rafter,
The wall surface material is formed across both sides of the pillar material, and is a unit building . 前記柱材の上端部を前記壁面材の上縁より低くし、該上端部を梁受け部として用いる請求項１に記載のユニット建物。The unit building according to claim 1, wherein an upper end portion of the column member is made lower than an upper edge of the wall surface material, and the upper end portion is used as a beam receiving portion. 前記柱材の上端部に吊り上げ用金物を設けた請求項１又は２に記載のユニット建物。The unit building according to claim 1, wherein a lifting hardware is provided at an upper end portion of the column member.
JP2002272235A 2002-09-18 2002-09-18 Wife wall panels Expired - Fee Related JP3996826B2 (en)

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Publication number Priority date Publication date Assignee Title
JP5295851B2 (en) * 2009-04-23 2013-09-18 ミサワホーム株式会社 Exterior wall structure
KR101961733B1 (en) * 2018-10-08 2019-03-25 박성우 Prefabricated modular house

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