JP4580107B2 - Construction method of falling partition wall of unit housing - Google Patents

Construction method of falling partition wall of unit housing Download PDF

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Publication number
JP4580107B2
JP4580107B2 JP2001003351A JP2001003351A JP4580107B2 JP 4580107 B2 JP4580107 B2 JP 4580107B2 JP 2001003351 A JP2001003351 A JP 2001003351A JP 2001003351 A JP2001003351 A JP 2001003351A JP 4580107 B2 JP4580107 B2 JP 4580107B2
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Prior art keywords
partition wall
core material
falling
construction method
units
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JP2002206297A (en
Inventor
潔 萩平
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Misawa Homes Co Ltd
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Misawa Homes Co Ltd
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Description

【0001】
【発明の属する技術分野】
本発明は、建物ユニット同士の接合部を跨ぐ下がり間仕切り壁の施工方法に関する。
【0002】
【背景の技術】
ユニット工法による住宅では、ユニット同士の接合部(ジョイント部分)が存在する。例えば鉄骨系ユニット住宅では、図2に示すように、四隅に鉄骨柱1を配置したユニット2を使用するため、ユニット2,2同士の接合部3に加えて、ユニットの建て込みに必要な隙間も生じる。従って、この接合部3に相当する領域の内装工事等は一部が現場施工となる。
【0003】
図3は、ユニット同士の接合部3を跨ぐ構造となる下がり間仕切り壁5の従来の施工例を示す図である。この例では、下がり間仕切り壁5の一部が床に達する通常間仕切り壁部分6を有するもので、施工後は全体として門型構造となる例を示している。
【0004】
この下がり間仕切り壁5を施工する場合、従来は次のような方法が採用されていた。予め、工場等において下がり間仕切り壁5の芯材5a、通常間仕切り壁部分6の芯材6aを図2に示すように双方のユニット2、2内にそれぞれ施工しておく。さらに、通常間仕切り壁部分6の芯材6a上に石膏ボード7を施工しておく。
【0005】
そして、ユニット2、2同士を現場で接合した後に、双方の下がり間仕切り壁用の芯材5a、5a上に石膏ボード(図示せず)を貼り付けて固定する。この際、接合部3を跨ぐ長さの石膏ボードを用いて芯材5a、5a同士を一体化させる。したがって、石膏ボードの現場施工範囲は、図3においてWで示される範囲となる。ここで、石膏ボードの艤装貼りは斜線で示す範囲となる。
【0006】
【発明が解決しようとする課題】
このような従来の施工法では、以下のような問題がある。下がり間仕切り壁5の芯材5a、5aを、双方のユニット2,2内に予め工場等にて施工しておくことにより生じる問題である。即ち、下がり間仕切り壁5の芯材5a,5aは、双方のユニット2,2内に個別に施工されるため、ユニット2,2の接合時において、それらの芯材5a,5a同士が正確に合致せず、位置ずれが生じる問題である。
【0007】
この位置ずれの問題は、芯材5a,5aの施工精度、芯材5a,5aに使用される木材の経時的な変形、作業者の熟練度等によって左右されやすい。位置ずれが大きくなった場合には、これを現場にて調整する必要があり、現場での施工性が著しく低下することになる。
【0008】
よって、本発明の課題は、ユニット工法での接合部を跨ぐ下がり間仕切り壁の施工性を向上させることができ、施工後の強度等も充分に確保できる技術を提供することにある。
【0009】
【課題を解決するための手段】
本発明を、図面を参照して説明すると、ユニット2,2同士の接合部3を跨ぐ下がり間仕切り壁5の施工方法において、接合される両ユニット2,2の双方に、工場等において前記下がり間仕切り壁5の芯材51、52の一部の芯材51をそれぞれ施工しておく第1工程と、前記ユニット2,2の接合後に、前記下がり間仕切り壁5の残りの芯材52を施工する第2工程と、その第2行程の後に、前記芯材51,52上に下がり間仕切り壁用の石膏ボードを貼る第3工程とを行うことを特徴とする。
【0010】
このような本発明によれば、残りの芯材52を現場施工とすることで、ユニット2,2接合時に、予め工場等で施工してある艤装済み芯材51,51同士に位置ずれが生じた場合でも、この残りの芯材52にて調整することができる。これにより、ユニット工法における下がり間仕切り壁の施工性を向上させることができる。
【0011】
上記施工法において、前記下がり間仕切り壁5の前記残りの芯材52は、ユニット2,2同士の接合部3を跨ぐ形態で施工される長尺の芯材52であることが望ましい。このようにすれば、艤装済み芯材51,51同士の位置合わせ調整がさらに容易になるだけでなく、この長尺の芯材52により艤装済み芯材51,51の一体化を図ることができる。
【0012】
また、前記残りの芯材52は、通し芯材としての長さを有することが望ましい。このように通し芯材とした場合、下がり間仕切り壁5の芯材全体の位置合わせ調整をさらに容易にすることができる。
【0013】
また、前記残りの芯材52は、前記下がり間仕切り壁5の最下段に設ける芯材であることが望ましい。最下段の芯材は低い位置になるため、現場施工が容易になるからである。
【0014】
また、前記第1工程の中で、前記残りの芯材52を取り付けるための支持材53を施工しておくことが望ましい。そうすれば、残りの芯材52の現場施工をさらに容易にすることができる。
【0015】
前記下がり間仕切り壁5の一部が床に達する通常間仕切り壁部分6を有し、その通常間仕切り壁部分6に貼る石膏ボード7を前記第1工程の中で施工してあることも望ましい。このようにすれば、残りの芯材52の施工以外では、従来と同様の施工法を採用することができるからである。
【0016】
【発明の実施の形態】
本発明の好適な実施の形態について、図1及び図2を参照して説明する。なお、図1において、従来と基本的に同一の構成要素については、説明の便宜上同一の符号を付してある。
【0017】
この実施の形態に係る下がり間仕切り壁の施工方法では、以下の第1〜第3の工程を行うことで施工する。
【0018】
(第1工程)
まず、接合される両ユニット2,2の双方に、工場等において下がり間仕切り壁5の芯材51及び通常間仕切り壁部分6の芯材6a,6aをそれぞれ施工し、通常間仕切り壁部分6、6の芯材6a,6a上に石膏ボード7,7をそれぞれ貼り付けておく。その際、下がり間仕切り壁5の芯材51、52の一部の芯材51のみをそれぞれ施工しておく。
【0019】
ここでは、下がり間仕切り壁5の最下段に設ける芯材のみを残りの芯材52として残し、それ以外の芯材51は全て施工する。この残りの芯材52は長尺の芯材であり、ユニット2,2同士の接合部3を跨ぐ形態で施工される長さを有している。図1に示す例では、通し芯材としての長さを有している。
【0020】
(第2工程)
次に、図2に示すように、ユニット2,2の接合後に、下がり間仕切り壁5の残りの芯材52を現場施工する。その前に、残りの芯材52を取り付けるためのL形アングル等からなる支持材533,53を施工しておく。この支持材53,53は現場施工でも良いが、工場等で予め施工しておくことが望ましい。
【0021】
なお、残りの芯材52は長尺の通し芯材であるため、その両端を支持材53,53に対してビス止めあるいはスクリュー釘等を使用して固定する。この際、両ユニット2,2の艤装済み芯材51、51を位置合わせしつつ、それらの艤装済み芯材51、51と現場施工の芯材52との釘打ちによる固定も行う。
【0022】
(第3工程)
このようにして下がり間仕切り壁5の芯材の施工を終えたら、芯材51,52上に下がり間仕切り壁用の石膏ボード(図示せず)を貼る工程を行う。
【0023】
この実施の形態によれば、残りの芯材52を現場施工とすることで、ユニット2,2接合時に、予め工場等で施工してある艤装済み芯材51,51同士に位置ずれが生じた場合でも、この残りの芯材52にて調整することができる。これにより、ユニット工法における下がり間仕切り壁の施工性を向上させることができる。
【0024】
また、下がり間仕切り壁5の残りの芯材52は、ユニット2,2同士の接合部3を跨ぐ形態で施工される長尺の芯材52とすることで、艤装済み芯材51,51同士の位置合わせ調整がさらに容易になるだけでなく、この長尺の芯材52により艤装済み芯材51,51の一体化を図ることができる。
【0025】
また、残りの芯材52は、通し芯材としての長さを有するものを用いることによって、下がり間仕切り壁5の芯材全体の位置合わせ調整をさらに容易にすることができる。
【0026】
なお、上記実施の形態では、本発明を鉄骨ユニット式住宅に適用した例を示したが、木質系ユニット住宅、あるいはアパートやマンション等の集合住宅においても適用することができる。
【0027】
【発明の効果】
以上のように、本発明に係るユニット住宅の下がり間仕切り壁の施工方法によれば、現場での施工性を格段に向上させることができる。また、ユニット同士の接合部を跨ぐ長尺の芯材を用いて現場施工することで、施工後における芯材の一体化及び石膏ボードと芯材との良好な一体化を図ることができる。
【図面の簡単な説明】
【図1】本発明の実施の形態を示す正面図である。
【図2】本発明の実施の形態を示す平面図である。
【図3】従来の施工例を示す正面図である。
【符号の説明】
1 鋼製柱
2 ユニット(鉄骨ユニット)
3 接合部
5 下がり間仕切り壁
51 芯材(艤装済み芯材)
52 残りの芯材(現場施工の芯材)
53 支持材
6 通常間仕切り壁部分
6a 芯材
7 石膏ボード
[0001]
BACKGROUND OF THE INVENTION
The present invention relates to a method for constructing a falling partition wall straddling a joint portion between building units.
[0002]
[Background technology]
In the housing by the unit method, there is a joint part (joint part) between the units. For example, in a steel-based unit house, as shown in FIG. 2, since a unit 2 having steel columns 1 arranged at the four corners is used, in addition to the joint 3 between the units 2 and 2, a gap necessary for the installation of the unit Also occurs. Accordingly, a part of the interior work in the region corresponding to the joint 3 is on-site construction.
[0003]
FIG. 3 is a diagram showing a conventional construction example of the falling partition wall 5 having a structure straddling the joint portion 3 between the units. In this example, a part of the falling partition wall 5 has a normal partition wall portion 6 in which a part of the partition wall 5 reaches the floor.
[0004]
When constructing the falling partition wall 5, the following method has been conventionally employed. The core material 5a of the falling partition wall 5 and the core material 6a of the normal partition wall portion 6 are previously installed in both units 2 and 2 as shown in FIG. Furthermore, the gypsum board 7 is constructed on the core material 6 a of the normal partition wall portion 6.
[0005]
And after unit 2 and 2 are joined on-site, a gypsum board (not shown) is affixed and fixed on the core materials 5a and 5a for both falling partition walls. At this time, the core materials 5a and 5a are integrated using a gypsum board having a length straddling the joint portion 3. Therefore, the on-site construction range of the gypsum board is a range indicated by W in FIG. Here, plasterboard plastering is in a range indicated by oblique lines.
[0006]
[Problems to be solved by the invention]
Such conventional construction methods have the following problems. This is a problem that occurs when the core members 5a and 5a of the falling partition wall 5 are preliminarily constructed in both units 2 and 2 at a factory or the like. That is, since the core members 5a and 5a of the falling partition wall 5 are individually constructed in both the units 2 and 2, when the units 2 and 2 are joined, the core members 5a and 5a accurately match each other. This is a problem that misalignment occurs.
[0007]
This misalignment problem is easily affected by the construction accuracy of the core members 5a, 5a, the temporal deformation of the wood used for the core members 5a, 5a, the skill level of the operator, and the like. When the positional deviation becomes large, it is necessary to adjust this at the site, and the workability at the site will be significantly reduced.
[0008]
Therefore, the subject of this invention is providing the technique which can improve the workability of the falling partition wall straddling the junction part by a unit construction method, and can fully ensure the intensity | strength etc. after construction.
[0009]
[Means for Solving the Problems]
The present invention will be described with reference to the drawings. In the construction method of the falling partition wall 5 straddling the joint 3 between the units 2 and 2, both the units 2 and 2 to be joined are provided with the lower partition in a factory or the like. A first step of constructing a part of the core material 51 of the wall 5, 52 and a step of constructing the remaining core material 52 of the falling partition wall 5 after joining the units 2 and 2. After the 2nd process and the 2nd process, the 3rd process which sticks the gypsum board for partition walls falling on the said core materials 51 and 52 is characterized by performing.
[0010]
According to the present invention, the remaining core material 52 is subjected to on-site construction, so that when the units 2 and 2 are joined, misalignment occurs between the pre-fabricated core materials 51 and 51 that have been previously constructed in a factory or the like. Even in the case of adjustment, the remaining core material 52 can be used for adjustment. Thereby, the workability of the falling partition wall in a unit construction method can be improved.
[0011]
In the construction method, the remaining core material 52 of the falling partition wall 5 is preferably a long core material 52 that is constructed in such a manner as to straddle the joint 3 between the units 2 and 2. In this way, not only the alignment adjustment of the fitted core materials 51 and 51 is further facilitated, but also the equipped core materials 51 and 51 can be integrated by the long core material 52. .
[0012]
The remaining core material 52 preferably has a length as a through-core material. Thus, when it is set as a through core material, the alignment adjustment of the whole core material of the falling partition wall 5 can be made still easier.
[0013]
The remaining core material 52 is preferably a core material provided at the lowest stage of the falling partition wall 5. This is because the lowermost core material is at a low position, so that construction at the site becomes easy.
[0014]
In the first step, it is desirable to construct a support material 53 for attaching the remaining core material 52. Then, the on-site construction of the remaining core material 52 can be further facilitated.
[0015]
It is also desirable that a part of the falling partition wall 5 has a normal partition wall portion 6 that reaches the floor, and a gypsum board 7 to be attached to the normal partition wall portion 6 is constructed in the first step. This is because the construction method similar to the conventional method can be adopted except for the construction of the remaining core material 52.
[0016]
DETAILED DESCRIPTION OF THE INVENTION
A preferred embodiment of the present invention will be described with reference to FIGS. In FIG. 1, components that are basically the same as those in the related art are denoted by the same reference numerals for convenience of explanation.
[0017]
In the construction method of the falling partition wall which concerns on this embodiment, it constructs by performing the following 1st-3rd processes.
[0018]
(First step)
First, the core member 51 of the falling partition wall 5 and the core members 6a and 6a of the normal partition wall portion 6 are respectively constructed in both the units 2 and 2 to be joined in a factory or the like, and the normal partition wall portions 6 and 6 Gypsum boards 7 and 7 are pasted on the core materials 6a and 6a, respectively. At that time, only a part of the core members 51 of the lower partition wall 5 is constructed.
[0019]
Here, only the core material provided at the lowest stage of the falling partition wall 5 is left as the remaining core material 52, and all the other core materials 51 are constructed. This remaining core material 52 is a long core material, and has a length that is applied in a form straddling the joint 3 between the units 2 and 2. In the example shown in FIG. 1, it has the length as a through-core material.
[0020]
(Second step)
Next, as shown in FIG. 2, after the units 2 and 2 are joined, the remaining core material 52 of the falling partition wall 5 is applied on-site. Before that, supporting members 533 and 53 made of an L-shaped angle or the like for attaching the remaining core material 52 are constructed. Although the support members 53 and 53 may be constructed on site, it is desirable to construct them in advance in a factory or the like.
[0021]
Since the remaining core material 52 is a long through-core material, both ends thereof are fixed to the support materials 53 and 53 using screws or screw nails. At this time, the armed core materials 51 and 51 of both units 2 and 2 are aligned, and the armed core materials 51 and 51 and the core material 52 constructed in the field are also fixed by nailing.
[0022]
(Third step)
After finishing the construction of the core of the lower partition wall 5 in this way, a step of attaching a gypsum board (not shown) for the lower partition wall on the core materials 51 and 52 is performed.
[0023]
According to this embodiment, the remaining core material 52 is subjected to on-site construction, so that when the units 2 and 2 are joined, misalignment occurs between the pre-fabricated core materials 51 and 51 previously constructed in a factory or the like. Even in this case, the remaining core material 52 can be used for adjustment. Thereby, the workability of the falling partition wall in a unit construction method can be improved.
[0024]
Moreover, the remaining core material 52 of the falling partition wall 5 is a long core material 52 constructed in a form straddling the joint portion 3 between the units 2 and 2, so that Not only the alignment adjustment becomes easier, but also the core material 51, 51 equipped with the long core material 52 can be integrated.
[0025]
Further, the remaining core material 52 having a length as a through-core material can further facilitate the alignment adjustment of the entire core material of the falling partition wall 5.
[0026]
In the above embodiment, an example in which the present invention is applied to a steel unit type house has been shown. However, the present invention can also be applied to a wooden unit house or an apartment house such as an apartment or an apartment.
[0027]
【The invention's effect】
As mentioned above, according to the construction method of the falling partition wall of the unit house which concerns on this invention, the workability on the spot can be improved markedly. Moreover, the construction of the core material after construction and the good integration of the gypsum board and the core material can be achieved by performing the construction on site using a long core material straddling the joint portion between the units.
[Brief description of the drawings]
FIG. 1 is a front view showing an embodiment of the present invention.
FIG. 2 is a plan view showing an embodiment of the present invention.
FIG. 3 is a front view showing a conventional construction example.
[Explanation of symbols]
1 Steel pillar 2 unit (steel frame unit)
3 Junction 5 Lower partition wall 51 Core material (fitted core material)
52 Remaining core material (core material for on-site construction)
53 Support material 6 Normal partition wall part 6a Core material 7 Gypsum board

Claims (6)

ユニット同士の接合部を跨ぐ下がり間仕切り壁の施工方法において、
接合される両ユニットの双方に、工場等において前記下がり間仕切り壁の芯材の一部をそれぞれ施工しておく第1工程と、
前記ユニットの接合後に、前記下がり間仕切り壁の残りの芯材を施工する第2工程と、
その第2行程の後に、前記芯材上に下がり間仕切り壁用の石膏ボードを貼る第3工程とを行うことを特徴とするユニット住宅の下がり間仕切り壁の施工方法。
In the construction method of the falling partition wall straddling the joint part between units,
A first step in which both of the units to be joined are each constructed with a part of the core material of the falling partition wall in a factory or the like;
After joining the units, a second step of constructing the remaining core material of the falling partition wall;
After the 2nd process, the 3rd process of sticking the gypsum board for falling partition walls on the said core material is performed, The construction method of the falling partition wall of a unit house characterized by the above-mentioned.
請求項1記載のユニット住宅の下がり間仕切り壁の施工方法において、前記下がり間仕切り壁の前記残りの芯材は、ユニット同士の接合部を跨ぐ形態で施工される芯材であることを特徴とする、ユニット住宅の下がり間仕切り壁の施工方法。In the construction method of the falling partition wall of the unit house according to claim 1, the remaining core material of the falling partition wall is a core material constructed in a form straddling the joint part between units. Construction method for the partition wall of the unit housing. 請求項1又は2記載のユニット住宅の下がり間仕切り壁の施工方法において、前記残りの芯材は、通し芯材としての長さを有することを特徴とする、ユニット住宅の下がり間仕切り壁の施工方法。3. The method for constructing a falling partition wall for a unit house according to claim 1 or 2, wherein the remaining core material has a length as a through core material. 請求項1〜3の何れかに記載のユニット住宅の下がり間仕切り壁の施工方法において、前記残りの芯材は、前記下がり間仕切り壁の最下段に設ける芯材であることを特徴とする、ユニット住宅の下がり間仕切り壁の施工方法。The construction method of the partition partition wall of the unit house in any one of Claims 1-3 WHEREIN: The said remaining core material is a core material provided in the lowest stage of the said partition partition wall, The unit house characterized by the above-mentioned. How to construct a falling partition wall. 請求項1〜4の何れかに記載のユニット住宅の下がり間仕切り壁の施工方法において、前記第1工程の中で、前記残りの芯材を取り付けるための支持材を施工しておくことを特徴とする、ユニット住宅の下がり間仕切り壁の施工方法。In the construction method of the falling partition wall of the unit house in any one of Claims 1-4, in the said 1st process, the supporting material for attaching the said remaining core material is constructed. The construction method of the falling partition wall of the unit house. 請求項1〜5の何れかに記載のユニット住宅の下がり間仕切り壁の施工方法において、前記下がり間仕切り壁の一部が床に達する通常間仕切り壁部分を有し、その通常間仕切り壁部分に貼る石膏ボードを前記第1工程の中で施工してあることを特徴とする、ユニット住宅の下がり間仕切り壁の施工方法。The construction method of the falling partition wall of the unit house in any one of Claims 1-5 WHEREIN: A part of the said falling partition wall has a normal partition wall part which reaches a floor, The gypsum board stuck on the normal partition wall part Is constructed in the first step, and the method of constructing the partition wall for the falling of the unit house.
JP2001003351A 2001-01-11 2001-01-11 Construction method of falling partition wall of unit housing Expired - Fee Related JP4580107B2 (en)

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JPH10101U (en) * 1996-12-27 1998-04-24 ミサワホーム株式会社 Gate type panel
JP2000213089A (en) * 1999-01-28 2000-08-02 Misawa Homes Co Ltd Partitioning wall
JP2001032418A (en) * 1999-07-26 2001-02-06 Matsushita Electric Works Ltd Partition opening panel and installing structure therefor
JP2001132108A (en) * 1999-11-08 2001-05-15 Sekisui Chem Co Ltd Unit building
JP2002088951A (en) * 2000-09-13 2002-03-27 Sekisui Chem Co Ltd Panel for forming opening and unit building

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH08105154A (en) * 1994-10-05 1996-04-23 Misawa Homes Co Ltd Architectural panel
JPH10101U (en) * 1996-12-27 1998-04-24 ミサワホーム株式会社 Gate type panel
JP2000213089A (en) * 1999-01-28 2000-08-02 Misawa Homes Co Ltd Partitioning wall
JP2001032418A (en) * 1999-07-26 2001-02-06 Matsushita Electric Works Ltd Partition opening panel and installing structure therefor
JP2001132108A (en) * 1999-11-08 2001-05-15 Sekisui Chem Co Ltd Unit building
JP2002088951A (en) * 2000-09-13 2002-03-27 Sekisui Chem Co Ltd Panel for forming opening and unit building

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